NC0004618_Permit Issuance_20010525

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
KerrT. Stevens, Director
May 25, 2001
Mr. James H. Walters, Director of Environmental Affairs
Alamac Knit Fabrics. Incorporated
Dyersburg Corporation
1885 Alamac Road
Lumberton, North Carolina 28358
Subject:
Dear Mr. Walters:
1�
RCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NPDES Permit
Alamac - Lumberton WWTP
Permit No. NC0004618
Robeson County
Attached to this letter is the final NPDES permit for Alamac Knit Fabrics, Incorporated -
Lumberton Wastewater Treatment Plant, NPDES Permit No. NC0004681. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum
of Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9,
1994.
A minor change has been made to this final permit from the draft permit dated November
1. 2000. The description of wastewater in the Supplement to the Permit Cover Sheet and in Part
A. (1.) has been modified to include the remediated groundwater, which is routed to the
wastewater treatment plant and discharged from Outfall 001.
If any parts, measurement frequencies, or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the office of Administrative Hearings, Mail Service Center 6714, Raleigh, North Carolina
27699-6714. Unless such a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality, the Division of land Resources, the Coastal Area Management Act, or
any other federal or local governmental permit.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACMN EMPLOYER - 50% RECYCLED/ 10% POST -CONSUMER PAPER
VISIT US ON THE WE8 AT http:/lh2o.enr.state.nc.us/NPDES

If you have any questions regarding the final NPDES permit, please contact Susan Wilson
at (919) 733 - 5083, extension 510.
Ufl I NIgnad By
David A Goodrich
Kerr T. Stevens
cc: Central Files
Point Source Compliance and Enforcement Unit
Aquatic Toxicology Unit
Fayetteville Regional Office/Water Quality Section
EPA Region IV/ Roosevelt Childress
NPDES Unit
Technical Assistance and Certification

Permit No. NC0004618
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DMSION OF WATER QUALITY
19�1 7�iYY
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELEMNATION 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 Water Quality Commission, and the
Federal Water Pollution Control Act, as amended,
Alamac Knit Fabrics, Incorporated
Lumberton Wastewater 7Yeatment Plant
is hereby authorized to discharge wastewater from a facility located at
Alamac Knit Fabrics - Lumberton WWTP
South Chestnut Street Extension
Lumberton
Robeson County
to receiving waters designated as the Lumber River and Jacob Swamp in the Lumber River Basin
in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in
Parts I. II, III, and IV hereof.
This permit shall become effective July 1, 2001.
This permit and the authorization to discharge shall expire at midnight on July 31, 2004.
Signed this day May 25, 2001. Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By the Authority of the Environmental Management Commission
Alamac Knit Fabrics, Incorporated
NPDES No. NC0004618

■
Latitude;
34'35'20" 5ub-Basin; 03-07-51
Longitude;
79'00'50-
auad-#-:
1225E, SW Lumberton
5:Lwam Class:
C 5w HQW
Receiving 5trjaam: Lumber River, Lwmber River Basin (001)
Jacobs Swamp C002), C 5w
Eacmitted_Flow
2.5 MGO
DISC
f.
00; (..
e
_ � r River
I1{�'• •i�R.Oio Sblwn
f`7P••rc fWAGW
Alamac Knit Fabrics/ Lumberton
Plant Site
. p
iarae 002 ,
_+f i-
—
_•lam _' �' _
Facility
Location
6),
7 , p Alamac Knit Fabrics/ Lumberton Plant
c/ba4 Lf NC0004618

Permit No. NC0004618
SUPPLEMENT TO PERMIT COVER SHEET
Alamac Knit Fabrics, Incorporated
Alamac - Lumberton Wasteuxtter 7Yeatment Plant
is hereby authorized to:
Continue to discharge from an existing 2.5 MGD wastewater treatment facility
consisting of a manual bar screen, parshall flume with flow measurement, a 2.25 MG
aeration basin, dual clarifiers, two 5 acre polishing ponds, polymer feed (for
residuals, belt press for residuals dewatering, urea for nutrient feed, and discharge
process wastewater, non -contact, once -through cooling water, and remediated
groundwater from Outfall 001; discharge backwash water from an on -site water
treatment facility through Outfall 002 located at Alamac Knit Fabrics/ Lumberton
Plant, South Chestnut Street Extension. Lumberton, Robeson County, and,
2. Discharge wastewater from said treatment works from Outfall 001 at the location
specified on the attached map into the Lumber River classified C Swamp HQW waters
in the Lumber River Basin and discharge from Outfall 002 into Jacob Swamp,
classified C Swamp in the Lumber River Basin.
Alamac Knit Fabrics. Incorporated WWTF
NPDES No. NC0004618

A. (1.) EFFLUENT LDMTATIONS AND 1140MTORING REQUIREMENTS — FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge 2.5 MGD of industrial wastewater, remediated groundwater,
and non -contact cooling water from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
Effluent Characteristics
Limits
Monitoring Requirements
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Locationl
Flow
2.5 MGD
Continuous
Recording
Influent or
Effluent
BOD, 5 day (20T)
319 ibs/day
15 m I
637 Ibs/day
31 m I
31Week
Composite
Effluent
COD
6370lbs/day
12,740
Ibs/da
3/Week
Composite
Effluent
Total Suspended Residue
1389 Ibs/day
2777
Ibs/da
3/Week
Composite
Effluent
Sulfides
12.7 lbs/day
251bs/da
Quarterly
Grab
Effluent
Chromium
6.4 lbstday
12.7 lbs/day
Quarterly
Composite
Effluent
Phenols
6.4 lbs/day
12.7 lbs/day
Quarterly
Grab
Effluent
Total Residual Chlodne2
Weekly
Grab
Effluent
Copper
Quarterly
Com osite
Effluent
Zinc
Com osite
Effluent
Perchloroeth lene
Grab
Effluent
Trichloroeth lene
Grab
Effluent
1,2-cis-dichloroeth lene DCE
Grab
Effluent
Vin I chloride
Grab
Effluent
Mercury3
Semi-annual
residuals
Composite
Effluent
Temperature (°C)
3/Week
Grab
Effluent
Upstream &
Downstream
Conductivity
31Week
Grab
Effluent
Upstream &
Downstream
Dissolved Oxygen4
3/Week
Grab
Effluent
Upstream &
Downstream
Chronic Toxici 5
Quarterly
Composite
Effluent
Total Nitrogen (NO2+NO3
+TKN
Monthly
Composite
Effluent
Total Phosphorus
MonthlyComposite
Effluent
H6
3Week
Grab
Effluent
(Footnotes on next page)
Alamac Knit Fabrics. Incorporated WWTF
NPDES No. NC0004618

A. (1.) EFFLUENT LIMITATIONS AND MONITORING REgUIREMENTS — FINAL
(Continued)
Footnotes:
1. Sample locations: Upstream at Chestnut Street Extension Bridge, Downstream at Chippewa
Street Bridge. Stream samples shall be grab samples and shall be collected 3/Week during
June - September and 1 /Week during the remaining months of the year.
2. Total residual chlorine is required only if chlorine is used as a disinfectant (or elsewhere in the
process).
3. Mercury monitoring shall be conducted quarterly on the effluent and semi-annually on the
residuals. The minimum quantitation level for effluent monitoring should be <0.2 ug/1 and for
the residuals, 0.1 mg/kg.
4. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
5. Chronic Toxicity (Ceriodaphnia dubia) P/F at 3.2%: March, June, September, and December
]see Special Condition A.(3)]. Toxicity monitoring shall coincide with quarterly phenols,
sulfides, and chromium monitoring.
6. 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.
Alamac Knit Fabrics, Incorporated WWTF
NPDES No. NC0004618

A. (2.) 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 filter backwash water or similar wastewater from Outfall
002. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Max
Measurement
Fre uenc
Sample
T e
Sample
Location
Flow
Weekly
Estimate
Effluent
Total Suspended Solids
30 m I
45 m I
2/Month
Grab
Effluent
Settleable Solids
0.1 mill
0.2 mill
Weekly
Grab
Effluent
Turbidity'
Weekly
Grab
Upstream &
Downstream
H
Weekly
Grab
Effluent
1. The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the
turbidity exceeds these levels due to natural background conditions, the discharge level cannot
cause any increase in the turbidity of the receiving stream.
All samples collected should be representative of the discharge.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units for fresh
water classifications.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Alamac Knit Fabrics, Incorporated W WTF
NPDES No. NC0004618

A. (3.) CHRONIC TOXICITY PERMIT LIMIT (9RTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubta at an effluent concentration of 3.2 %.
The permit holder shall perform at a minimum. ouarterlu monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,- Revised February 1998, or subsequent
versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February
1998) or subsequent versions. The tests will be performed during the months of March, June, September,
and December. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent
discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below
the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of
the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity
Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
`detectable impairment." collection methods, exposure regimes, and further statistical methods are specified
in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TOP3B for
the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent
to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than
30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate. include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form
indicating the facility name, permit number, pipe number, county, and the month/year of the report with the
notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental
Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will
be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Water Quality 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, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the last
day of the month following the month of the initial monitoring.
Alamac Knit Fabrics. Incorporated W WfF
NPDES No. NC0004618

ROfsESON COUNTY
NORTH CAROLINA(�/�
Associate Editor, THE
published in Robeson County, N. C., being
duly sworn. says That at the time the attached
notice was published in THE ROBESONIAN, said
ner,spay>et ,net all of the requirements and quali-
fications prescribed by North Carolina General
Statute 1-597: that said newspaper had a general
circulation to actual paid subscribers: and, was
admitted to the United States mail as second
class matter in Robeson County, N. C.; and fur-
ther, that the attached notice was published in
THE ROBESONIAN once a week for
con-
secutive weeks on the following issue dates
rTV. 5 _,2000
Mr -Associate Editor
Sworn to and subscribed fore me
/�+is the _LL�-daY of
`�C/L�/ „ NOTARY� BLIC
My commission expires:
ad on me _. _
as days from the putaish date of
this nonce.
Wrinen comments ,"soirg the
proposed permit vdU to aicceed
until 30 days attar the Puh
of this .,,,a All comments 'e-
ce"ad pnor to that date are Gonsd-
IonU's lots sns ihrge
future altooa"R in this
the racervm0 srceam
NGv. 5 NGDENR-110500

adamw
Subject: alamac
Date: Thu, 26 Apr 2001 12:06:04 -0400
From: Susan Wilson <[e-mail]>
To: Kitty Kramer <[e-mail]>
Kitty - have you seen a final permit come through your office for Alamac
- lumberton - nc0004618? boy, thought i had this one issued a long time
ago, but can't find it in the files - so now I'm having my doubts. (and
it's not on the system as being issued).
t�e5 �o�. a.�. rC�/�� �,2c h4oe �,04- ;sS�.nQt. •k.:s �Fk.
1 of l 04/26/2001 5:35 PM

New Project
DATE RECEIVED 10/23/2000
DATE COMPLETED
TYPE
FACT SHEET
PROJECT NAME
ALAMAC KNIT FABRICS/LUMBERTON
COUNTY
ROBESON
PROJECT MANAGER
PAUL RAWLS
PROJECT NUMBER
NC0004618
ADDITIONAL INFO REQUESTED
DATE FORWARDED
COMMENTS NO COMMENTS TO RALEIGH

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0004618, ALAMAC KNrf FABRICS, Inc.
Facility Information
Applicant/Facility Name:
Alamac Knit Fabrics, Inc./ Lumberton WWTP
Applicant Address:
P.O. Box 1347, Lumberton, NC 28359
Facility Address:
1885 Alamac Road
Permitted Flow
2.5 MGD
Type of Waste:
100 % Industrial
Facility/Permit Status:
Renewal
County:
Robeson
Miscellaneous
Receiving Stream:
Lumber River
(001)
Jacob Swamp
(002)
Regional Office:
FRO
Stream Classification:
C Sw HQW
(001)
SI: 14-13
C-Sw (002)
SI: 14-17
Quad
I22SE
SW Lumberton Quad
17.
303(d) Listed?:
Yes - Hg/Fish
Advisory
Permit Writer:
S. Wilson
Io tg yp
Subbasin:
030751
Date:
September 25, 2000
Drainage Area (m12):
712 (Lumber
River)
Summer 7Q 10 (cfs)
128
30Q2 (cfs):
Avera a Flow (cfs):
53
8
IWC (%):
2.9
Primary SIC Code:
12211
SUMMARY
Alamac Knit Fabrics discharges process water from apparel fabric production into the Lumber
River via Outfall 001. Domestic wastewater is routed to the City of Lumberton. Filter
backwash from water treatment is discharged intermittently from Outfall 002 into Jacob's
Swamp in the Lumber River Basin.
The facility recently requested that treated groundwater (from an onsite groundwater
remediation system) be discharged into the process wastewater treatment plant. Alamac at
first thought that in situ remediation would be feasible and no discharge would be necessary
(this was found not to be the case).
Alamac Knit Fabrics has not requested any increase in limits with this renewal (although
production levels have changed). Dissolved oxygen values have been recorded at less than 5
mg/1 (and ambient stations in this subbasin have had DO values less than 5 mg/I). It has not
been determined if this is a natural occurrence for this part of the Lumber or if the impact is
due to point and nonpoint sources.
This facility was designated as a Class III facility in the previous permit. Flow is still permitted
at 2.5 MGD and this Unit assumes this classification will remain (and the permit has been
drafted with monitoring frequencies for a Class III facility).
TOXICITY TESTING:
Current Requirement: Chronic P/F 0 3.2%, based on the flow of 2.5 MGD (also recommended
with renewal)
Alamac has passed its whole effluent toxicity testing requirement since at least 1996.
Alamac Knit Fabrics, Inc./ Lumberton W WTP
NPDES Renewal
Page 1

COMPLIANCE SUMMARY: BASED ON THE PREVIOUS 2 YEARS
Alamac Knit Fabrics has had no limit excursions during the past 2 years (this is based on
computer download only) and appears to be well under its permitted flow of 2.5 MGD.
The facility also appears to be well under its guideline limits.
INSTRFAM MONITORING:
Alamac Knit monitors instream for temperature, DO, and conductivity, pH [Lumber River] and
turbidity [Jacob Swmap]. There have been some instances of dissolved oxygen levels reported
below the WQ standard of 5 mg/l during the summer months. Ambient stations in this
subbasin have had DO values less than the water quality standard and it is still being studied
as to if this is the result of natural conditions or is the result of the discharges in the subbasin
(along with any nonpoint source impacts).
PROPOSED CHANGES:
A comparison of current permitted values, actual reported values, and newly calculated values
based on production numbers provided in the permit renewal application were performed and
are listed below. Actual values have been well below current permitted requirements.
Therefore, no changes to permit limits are proposed with the draft permit.
A reasonable potential analysis was conducted on iron, copper, zinc, as well as the effluent
guideline required parameters of chromium, phenols, and sulfides. Based on these analyses,
monitoring for iron will be eliminated. Monitoring/limit for sulfides and chromium will be
reduced to quarterly (these cannot be eliminated because of the effluent guideline requirement).
Copper and zinc monitoring will be reduced to quarterly due to the exemplary toxicity
compliance record and as a result of the lack of potential to exceed the allowable level. Organic
chemicals due to groundwater contamination, and routed to the treatment plant, will be
monitored monthly.
Parameter
Current
Permit
Apps. Actual Values
I
I Calculated Values'
Daily Max.
Monthly
Av.
Daily Max.
Monthly
Av.
Daily Max.
Monthly
Av.
BOD5 (lbs/day)
637 (31
1119/1)
319 (15 mg/1)
219
140
672
220
COD (lbs/da)
12,740
6370
2637
2017
13,440
4,410
TSS Ibs/da)
2777
1389
417
240
2930
959
Sulfides
(lbs/da )
25
12.7
1.71
1.35
26.9
8.8
Phenols
(Ibs/da )
12.7
6.4
.17
0.08
13.4
4.4
Total chromium
(lbs/da )
12.7
6.4
1.54
1.15
13.4
4.4
Copper (u )
Zinc (u )
Iron (m ) 002
• Calculated values are based on production nos. supplied in the permit renewal application
(and appropriate effluent guidelines), as well as 7Q10s & 30Q2 for the Lumber River (and
standard procedure for toxicants).
Alamac Knit Fabrics, Inc./ Lumberton W WTP
NPDES Renewal
Page 2

Proposed requirements for renewal:
Parameter
Limit?
Renewal
Daily Max
Monthly Avg.
BOD5 (lbs/da)
Limit
637 (31 )
319 (15 )
COD (lbs/da)
Limit
12,740
6370
TSS (lbs/da)
Limit
2777
1389
Sulfides (lbs/da
Qtrl limit
25
12.7
Phenols (lbs/da
Qtrly limit
12.7
6.4
Total chromium (lbs/da
Qtr1y limit
12.7
6.4
Copper (ugn)
Monitor,
Qtrly
Zinc (ug/1)
Monitor,
trl
Iron (mg/1) 002
Monitor,
month)
Perchloroethylene
Monitor,
Month)
Trichloroethylene
Monitor,
Month)
1,2-cis-dichloroethylene
(DCE)
Monitor,
Month)
Vinyl chloride
Monitor,
Month)
. The permit will be renewed with existing limits (Current production numbers
yielded higher values based on effluent guidelines. However, due to anti -backsliding
the existing limits will remain in the permit. The facility is achieving treatment
under these limits).
There is not sufficient data on mercury for this facility. Per Lumber guidance on
mercury, quarterly effluent monitoring will be recommended with this permit
renewal.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: 10/00
Permit Scheduled to Issue: 12/00
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Susan Wilson at [phone] ext. 510.
REGIONAL OFFICE COMMENT:
Alamac Knit Fabrics, Inc./ Lumberton W WTP
NPDES Renewal
Page 3

NOTES FOR APPLICATION OF GUIDELINES:
410 SUBPART E, KNIT FABRIC FINISHING SUBCATEGORY
(STARTING AT 410.50)
Alamac Knit Fabrics knits a poly/cotton blend (sometimes uses a 100% cotton blend), dyes and
finishes (uses softeners, resin/formaldehyde for finishing). Also, takes in fabric from
Elizabethtown for finishing (little WW associated with this, mostly tank rinse water). Per Jim
Walters, 98% of wastewater is attributable to the dyeing phase. Finishing waste is fairly small.
Off quality fabrics (discarded in the process for QA purposes). Sometimes off -quality is found
prior to dyeing & finishing and sometimes it's not (therefore, likely should count it as part of
the total production). Also, E-town fabrics should be counted as part of the total.
By definition in 410 Subpart E, Alamac performs complex manufacturing using a natural and
synthetic fiber blend (BPT/BAT parts (a) and (c)).
410.52 (a) BPT and 410.53 (a) and (c) BAT
Parameter
Daily max
Monthly avg.
Calc. Daily max
Calc. Mnthly avg
BOD5
5.0
2.5
672
220
COD
60
30
8064
2646
TSS
21.8
10.9
2930
961
Sulfides
0.2
0.1
26.9
8.8
Phenols
0.1
0.05
13.4
4.4
Chromium
0.1
0.05
13.4
4.4
H
6-9
Caclulation using daily maximum and monthly average from given production numbers.
410.53 (c), for COD
COD (BAT - C) 140 120 15376 1764
Total COD (from (a) and (c))
COD (BAT - C) 13,440 14,410
NOTE: Alamac provided weekly production data broken down by product with the application
submitted in 1999. However, when I called 10/00 to obtain more recent production data,
found out that their Industrial Engineering group, which kept the production data was
dissolved through layoffs. He did fax me some basic production data to work with, however.
Using the highest monthly value from 10/99 - 9/00 (from fax) daily max was calculated as
6,055,003/30 = 201,833 lbs/day, monthly avg. 59,666,593/12 = 4,972,216lbs/day. '
These values are much higher than the values submitted with the permit (134,400 lbs/day -
daily max; 2,646,457 lbs/day - monthly avg.).
Alamac Knit Fabrics, Inc./ Lumberton W WTP
NPDES Renewal
Page 4

Permit No. NC0004618
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Water Quality Commission, and the
Federal Water Pollution Control Act, as amended,
Alamac Knit Fabrics, Incorporated
Lumberton Wasteuxiter Treatment Plant
is hereby authorized to discharge wastewater from a facility located at
Alamac Knit Fabrics - Lumberton WW1?
South Chestnut Street Extension
Lumberton
Robeson County
to receiving waters designated as the Lumber River in the Lumber River Basin
in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on July 31, 2004.
Signed this day DRAFT
Kerr T. Stevens, Director
Division of Water Quality
By the Authority of the Environmental Management Commission
Alamac Knit Fabrics, Incorporated
NPDES No. NC0004618

Permit No. NC0004618
SUPPLEMENT TO PERMIT COVER SHEET
Alamac Knit Fabrics, Incorporated
Alamac - Lumberton Wasteuxiter Treatment Plant
is hereby authorized to:
Continue to discharge from an existing 2.5 MGD wastewater treatment facility
consisting of a manual bar screen, parshall flume with flow measurement, a 2.25 MG
aeration basin, dual clarifiers, two 5 acre polishing ponds, polymer feed (for
residuals), belt press for residuals dewatering, urea for nutrient feed, and discharge
process wastewater, non -contact and once -through cooling water from Outfall 001;
discharge backwash water from an on -site water treatment facility through Outfall
002 located at Alamac Knit Fabrics/ Lumberton Plant, South Chestnut Street
Extension, Lumberton, Robeson County, and, Ar P 4 - U "a-
2. Discharge wastewater from said treatment works from Outfall 001 at the location
specified on the attached map into the Lumber River which is classified C Sw HQW
waters in the Lumber River Basin and discharge from Outfalls 002 into Jacob Swamp,
C Sw, in the Lumber River Basin.
Alamac Knit Fabrics, Incorporated W WTF
NPDES No. NC0004618

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NC0004618
During the period beginning on the effective date of the permit and lasting expiration, the Permittee is authorized to discharge process
wastewater and non -contact cooling water from outfall(s) serial number 001. Such discharges shall be limited
and monitored
by the
pennittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring
Requirements
Lbs/day Units (Specify) Measurement
Sample
Sample
Mon. Avg. Daily Max. Mon. Avg. Daily Max. Freguency
Type
Location'!
Flow 2.5 MGD Continuous
Recording
I or E
BOD, 5-Day. 20 C 319 637 3/Week
Composite
E
(15 mg/t) (30 mg/I)
Total Suspended Solids 1389 2777 3/Week
Composite
E
COD 6370 12740 3/Week
Composite
E
Sulfide 12.7 25.0 qlAq Weekly
Grab
E
Phenols 6.4 12.7 QcaLy WeeMy-
Grab
E
Total Chromium 6.4 12.7 gfzL y Weekty
Composite
E
ZinC Q'LY_4"Mtth-
Composite
E
Copper QTtLy -
Composite
E
Total Residual Chlorine2 Weekly
Grab
E -
Dissolved Oxygen (minimum)3 3/Week
Grab
E,U,D
Temperature ("C)4 Weekly
Grab
E.U,D
Conductivity Weekly
Grab
E,U,D
Total Nitrogen (NO2 + NO3 +TKN) Monthly
Composite
E
Total Phosphorus Monthly
Composite
E
Chronic Toxicity5 Quartelry
Composite
E
Sample locations: E - Effluent, I - Influent, U - Upstream at Chestnut Street Extension Bridge, D - Downstream
at Chippewa Street Bridge.
Chlorine mnnitoling is only required when chlorine disinfection is implemented.
The daih a�crage dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
4 The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and
in no case
cause the ambient water temperature in the receiving stream to exceed 32°C.
s Chronic Toxicity Testing, Ceriodaphnia P/F at 3.2%; March, June, September, and December (See Part I,
A(3)).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be conducted 3/week at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (2). FFFIJ ENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NC0004018
During the period beginning on the effective date of the permit and lasting expiration, the Permittee is authorized to discharge water treatment plant
filter backwash from outfall(s) serial number 002.
Effluent Characteristics
` low
Total Suspended Solids
Settleable Solids
Turbidity2 �n�D
I ro
pH3
Discharge Limitations
Lbs/dav Units ISoecifVl
Mon. Avg. Daily Max. Mon. Avg. DaiIV Max.
30 mg/I 45 mg/I
0.1 MIA 0.2 ml/I
I Sample locations: E - Effluent, U - Upstream, D - Downstream.
Monitoring Reauirements
Measurement
Sample
Sampt
FreOuency
Type
Locationl
Weekly
Estimate
E
2/Month
Grab
E
Weekly
Grab
E
Weekly
Grab
U,D
Weekly
Grab
E
Weekly
Grab
E
' The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity exceeds these levels due to natural
hack, -,round conditions. the discharge level cannot cause anv increase in the turbidity in the receiving water.
All ,ample, collected should he of a representative discharge.
The pH shall not he less than 6.0 standard units nor greater than 9.0 standard units at the effluent. Effluent monitoring shall be conducted weekly by
grab samples.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
RECEIVED
OCT 2 3 2000
FAYETTE'a' LLE
REC . r =:.ICE

MT-10-00 TUE 14:17 ALAMAC FAX NO. 9106182292 P.01
ALAMAC KNIT FABRICS
DIVISION OFFICES (FAX NUMBER 910-618-2292)
FAX COVER PAGE
FAX TO:
LOCATION:
FROM:
LOCATION: ALAMAC,DIV DFFICE¢UMBERTOq
NUMBER OF PAGES INCLUDING FRONT COVER
COMMENTS:
10- !o/S-o?•230
RE�EN�J
OCT 1 1 M03 V
_..,., wtiFR QUALITY

N
0
Fi
N
OJ
N
N
ap
cD
0
rn
ci
z
i
LUMBERTON PLANT
DYEING AND FINfSNINC PRODUCTION, INCLUDINC WASTE AND OFF -QUALITY
FY 2000
OC f 99
NOV '99
DEC '99
JAN 9C
FEB '00
MAR '00
APR W
MAY 90
JUN '00
XL '00
AUG '00
SEP '00
TOTAL
BEGMMNG INVENTORY
0
REvnL[InnDN
0
IVPCI:
9
TRANSFERS FRM PIFCE DYE
2,1911,395
2,167.785
2,222,374
1,91I6 .0O6
2,309,627
2,610.519
1,975,182
2,239.056
2,567,B39
1,494,559
1,922,301
2197,830
25,897,573
TRANSFERS FRM GRTIGE INV
0
DIV STD. PIECE DYE ADJ
0
TOTAl- INPDI
0
TOTAL AVAILABLE
0
0
OUITUT.
0
ISi Q ADP FINISFIMG PROII.
2,707.318
2.653.193
2,689.345
2135.719
2,803.966
3166,900
2,494.6139
Z,692,641
3.035.629
1,833,118
$187,429
2,748,853
31,158.720
ISTQFFSSEOONDS,OFF QUALWASTE
155,007
178,296
245,OG2
181,64D
226,554
272.870
201,412
217,283
W6,068
158,201
183,933
246,028
2,572,425
SAMPLEDEPARTNHWTSAMPLFS
4,244
4,532
2,908
2,220
2.368
4,614
3231
1,862
3,059
2,054
1,075
51688
37.876
SWIPMENT TO DYER.PRUIIC °f"
0
VARIANCE
0
0
TOTAL OU'rPU'f
D
DP END. INVENTORY
0
RESWAT'ED LRS IN PROCESS
0
CUSTOMER RL•TURNS NOT ON DP
0
SHIPMENT TO DYESBURG a•`a
0
- TOTALENDANVENTORY
5,057,024
5,003,808
5,159,689
4.325,594
5.342.515
6.055,003
4,584.434
5.150.862
5,912.595
3,487,932
4,294,738
5.292.399
59.666,593
.
r-
J ll4 -
crP
I
I
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FA "71
TIC,
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��T

DIVISION OF WATER QUALITY
June 14, 1999
MEMORANDUM
o �6�od � D►
JUN 16 �
TO: Dave Goodrich, Supervisor
NPDES Permitting and Engineering Unit n '
FROM: Belinda S Henson, Environmental Chemist, FRO`
Paul Rawls, Regional Water Quality Supervisor, RO
THROUGH: Paul Rawls, Regional Water Quality Supervisor, FRO
SUBJECT: Staff Report for NPDES Permit Renewal
Alamac Knit Fabrics, Inc.. WWTP
NPDES Permit No. NC0004618
Robeson County
Please find enclosed a staff report and recommendations of the Fayetteville Regional
Office concerning the reissuance of subject existing NPDES Permit.
If you have any questions or require any further information, please advise.
Enclosure

SOC PRIORITY PROJECT: YES_ NOX
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention:
Date: June 14, 1999
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY: Robeson
Permit No. NC 0004618
PART I - GENERAL INFORMATION
1. Facility and Address: Alamac Knit Fabrics, Inc., WWTP
PO Box 1347
Lumberton, NC 28359
2. Date of Investigation: March 4, 1999
3. Report Prepared by: Belinda Henson, Environmental Chemist, FRO
4. Persons Contacted and Telephone Number: Jim Walters
910-618-2200
5. Directions to Site: The plant is located approximately 1.4 miles south of SR 2289 bridge
over Lumber River in Lumberton, North Carolina.
6.1
7
Discharge Point(s), List for all discharge points:
Outfall 001 - Latitude: 34' 35' 20" Longitude: 79' 00' 50"
Outfall 002 - Latitude: 34' 35' 05" Longitude: 79° 00' 40"
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No. I-22-SE U.S.G.S. Quad Name: SW Lumberton. N.0
Site size and expansion area consistent with application?
X Yes _ No (If No, explain)
8. Topography: (relationship to flood plain included): Flat to gently rolling .
9. Location of nearest dwelling: None within 1,000 feet

PART I - GENERAL INFORMATION (contidued)
10. Receiving stream or affected surface waters for outfall 001: Lumber River
a. Classification: "C-Swamp"
b. River Basin and Subbasin No.: 030751
C. Describe receiving stream features and pertinent downstream uses:
This segment of the Lumber River is utilized by several other discharges both upstream
and downstream of the plant.
11. Receiving stream or affected surface waters for outfall 002:
Outfall 002 discharge is backwash water containing residue filtered from well water. No
chemicals are added and the discharge should comply with typical "water plant'
discharge limitations. This discharge usually does not enter surface waters, but is
absorbed in the drainage ditch which leads to the surface waters, but for permitting
purposes, indication of Jacobs Swamp as the receiving waters should suffice.
a. Classification: "C-Swamp"
b. River Basin and Subbasin No.: 030751
C. Describe receiving stream features and pertinent downstream uses:
Jacobs Swamp is a slow flowing stream usually heavily congested with vegetation in the
summer.
PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS
a. Volume of wastewater to be permitted: 2.5 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the Wastewater Treatment facility? 2.5 MGD
C. Actual treatment capacity of the current facility (current design capacity). 2.5 MGD
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two (2) years. N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities:
This is an existing facility consisting of a manual bar screen, a parshall flume with flow Wiuu ryhco � ��
measurement, a 2.25 MGD aeration basin, dual clarifiers operating in parallel, two (2)
five (5) acre each polishing ponds and polymer feed prior to the sludge going to the belt
press. Also, it should be noted that urea is added to the dye house wastewater line and it
is used to provide additional nitrogen to the treatment plant to improve BOD removal.

PART II -
f.
9.
h.
2.
3.
Ej
OF WASTES AND'TREATMENT WORKS (continued)
Please provide a description of proposed wastewater treatment facilities: N/A
Possible toxic impacts to surface waters:
None expected, this facility has been monitoring for toxicity since 1989 and has
been consistently in compliance.
Pretreatment Program (POTWs only):
In development
Should be required
Approved
Not needed X
Residuals handling and utilizing/disposal scheme:
a.
Q
If residuals are being land applied, please specify DWQ Permit No. WO0010563
Residual Contractor: Alamac Knit Fabrics, Inc.
Telephone : [phone]
Residuals stabilization: PSRP_ PFRP_ Other_
C. Landfill: N/A
d. Other disposal/utilization scheme (specify):
Treatment plant classification (attach completed rating sheet):
This facility is a Class III facility.
SIC Code(s): 2269
Wastewater Code(s) of actual wastewater, not particular facilities:
PrimarySecondary 14 22
Main Treatment Unit Code: 0 5 5 0 1
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: None requested

PART III - OTHER PERTINENT INFORMATION (continued)
3. Important SOC, JOC, or Compliance Schedule Dates (please attach): None Date
Submission of Plans and Specifications.................................................... N/A
Begin Construction.................................................................................... N/A
Complete Construction.............................................................................. N/A
4. Alternative Analysis Evaluation: Has the facility evaluated all of the nondischarge options
available? Please provide regional perspective for each option evaluated.
This facility is not increasing its design flow or installing any new treatment
unit, therefore, this section is N/A.
Spray Irrigation: N/A
Connection to Regional Sewer System: N/A
Subsurface: N/A
Other disposal options: N/A
5. Other Special Items: None
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommendation of the Fayetteville Regional Office that subject NPDES Permit No. NC0004618 be
reissued in keeping with basinwide strategy.
IkNC,Gt� 1 44e�YLn en7
Signature of Report Preparer
c/Q
Water Quality Regional Supervisor
G- 14 �S
Date

DIVISION OF WATER QUALITY
Fayetteville Regional ice
Water Quality,Section
Ma 1999
MEMORANDUM
TO : David Goodrich
NPDES Permits
Archdale Building
FROM :Paul Rawls N
Subject / : =be Knit Fabrics, Inc
--�u�mberton Facility;:
acility _
NPDES Permit NO. NC0004618
Robeson County
MAY 2 5 W9
DENR - WATFR QUALITY
PDINT SOURCE BRA
Please find attached information pertaining to a groundwater project at the subject
facility.
The request to discharge the contaminated groundwater into the aeration basin is
somewhat out of the ordinary and I ask that you review the document and contact
Mr. Borden and myself with your opinion.
I do not have problems with our NPDES facilities being utilized for ground water
remediation but I do have concerns over the mass based limits being sought.
Please contact me when you have time.
Thanks.

May 5, 1999
NC Department of Environment and Natural Resources
Groundwater Section, Fayetteville Regional Office
Wachovia Building, Suite 714
Fayetteville, North Carolina 28301
Attention: Mr. Paul Rawls, Supervisor
Re: Alamac Knit Fabrics, Inc.
1885 Alamac Road
Lumberton, NC 27840
Groundwater Incident No. 18926
NPDES Permit #NC0004618
S&ME Project No. 1040-98-128A
Dear Mr. Rawls:
t" Y 0 6 1999
FAYE TEVI LE
iCl3. O Cll-i-'(-�.L
On behalf of Alamac Knit Fabrics, Inc., S&ME is designing a system to remediate the
shallow aquifer at the Lumberton facility. The aquifer at the site contains moderate to
high levels of perchloroethylene (PCE) and the anaerobic degradation products
trichloroethylene (TCE) and 1,2-cis-dichloroethylene (DCE). Vinyl chloride (VC) is also
present but at much lower concentrations. We propose to further enhance the anaerobic
degradation of these compounds by adding molasses and a dechlorinating microbial
enrichment culture to the aquifer. This should result in the conversion of PCE to the non-
toxic end product, ethene.
We propose to add approximately 30 gpm water containing molasses (500 to 1,000 mg/L)
to the aquifer through an infiltration gallery to speed up the conversion of cis-DCE to
ethene. To prevent an unacceptable rise in the water table and prevent downgradient
migration of contaminants, the added water will be recovered through a series of wells
located downgradient of the infiltration gallery. This water would be pumped through a
new 2.5 inch diameter PVC pipeline and discharged directly into the aeration basin of the
existing wastewater treatment plant.
The existing WWTP consists of a 2.1 MG aeration basin with five floating aerators (20
Hp each), a 56 ft. diameter secondary clarifier and 5.75 acre polishing pond. The WWTP
is currently permitted to treat 2.5 MGD of process water from the manufacturing plant
S&ME, Inc. Mailing address: [phone]
3118 Spring Forest Road I P.O. Box 58069 (919) 7909827 fax
Raleigh, North Carolina 27616 Raleigh, North Carolina 27658-8069 www.smeinc.com

Groundwater Incident No. 18926 S&ME Project No. 1040-98-128A
Alamac Knit Fabrics, Lumberton, NC May 5, 1999
(Permit #NC0004618). Effluent flow rates typically vary between 0.7 and 1.8 MGD with
occasional periods of essentially zero flow when the manufacturing plant is not operating.
In general, the WWTP is performing very well, typically meeting all current discharge
limits.
PCE, TCE, DCE and VC entering the WWTP can be removed through both air stripping
and biodegradation. However, there are no reliable methods to estimate biodegradation
rates for these compounds in WWTPs. As a consequence, we have only considered air
stripping in our calculations. In the Water Environment Federation report "Modeling the
Stripping and Volatilization of COCs in Wastewater Collection and Treatment Systems",
Bell et al. (1998) reported an average air stripping coefficient of 0.0025 hfi per Hp/MG
for PCE and 0.0021 hft per Hp/MG for TCE. Stripping rates were not reported for DCE
and VC so we have used the lower stripping coefficient for these two compounds. This
should be conservative since the air -water partition coefficients (Henry's Law constant)
for DCE and VC are considerably higher than for TCE and PCE which will further
enhance stripping efficiency.
PCE, TCE, DCE and VC concentrations discharged from the groundwater remediation
system were assumed to be equal to the maximum concentration observed in any
monitoring well at the site. We expect the actual groundwater concentrations to be
considerably lower. However, there is no way to estimate the actual drop in groundwater
concentrations at this time.
The aeration basin was modeled as a completely mixed reactor using the equation.
C,m,,m = Cinnuem / (1 t 0 K)
where is 0 the hydraulic residence time (hr) and K is the first order air stripping
coefficient (hft). Flow rates to the WWTP vary considerably in response to changes in
production in the manufacturing plant. To evaluate the impact of these variations, we
have estimated pollutant removal efficiencies and effluent concentrations for both low
flow (0.7 MGD) and high flow (1.8 MGD) periods.
Calculations to estimate PCE, TCE, DCE and VC in the WWTP effluent are summarized
in Table 1. Air stripping removal efficiencies vary between 72% and 89% depending on
the contaminant and WWTP flow rate. The maximum projected concentrations in the
WWTP effluent are 0.064 mg/L PCE, 0.059 mg/L TCE, 0.12 mg/L DCE, and 0.002 mg/L
VC. Actual concentrations in the WWTP effluent are expected to be considerably less
than this due to biodegradation of these compounds in the WWTP and a gradual decline
in groundwater concentration over time.
Most of the added molasses is expected to biodegrade in the aquifer. As a consequence,
the BOD and COD of the recovered groundwater is expected to be similar to that of
domestic wastewater. The permitted capacity of the existing WWTP is 2.5 MGD so there
is plenty of available capacity for the added organic and hydraulic load.
2

Groundwater Incident No. 18926 S&ME Project No. 1040-98-128A
Alamac Knit Fabrics, Lumberton, NC May 5, 1999
On behalf of Alamac Knit Fabrics, Inc., S&ME is requesting permission to discharge
groundwater contaminated with PCE, TCE, DCE and VC to the existing WWTP.
Because of the considerable uncertainty in what the actual concentrations will be, we Z
request that any permits specify a maximum mass loading of contaminant that may be J
discharged to the WWTP. If contaminant concentrations exceed those expected, we will
reduce the groundwater pumping rates accordingly. Mass loadings to the WWTP will be
determined by continuously recording flow rates from each recovery well and monitoring
contaminant concentrations in the recovered groundwater weekly for one month,
biweekly for two months, and then monthly for the duration of groundwater pumping.
Air stripping efficiency in the WWTP will be determined by monitoring the WWTP
effluent monthly for the duration of groundwater pumping.
Please review this information and provide us with your comments on the suitability of
this approach. If you wish to discuss the project further, please call us at 919-872-2660.
Sincerely,
S&ME, Inc.
obert C. Bo en, . E., h. D.
Project Engineer
C�// Cho
M. To:M. TonrLiZerman
Project Manager
CC. Mr. Jim Walters, Dyersburg Corporation
Mr. Eddie Lanier, West Point Stevens
3

Groundwater Incident No. 18926
Alamac Knit Fabrics, Lumberton, NC
S&ME Project No. 1040-98-128A
May 5, 1999
TABLE 1
Projected PCE, TCE, DCE and VC Concentrations in WWTP Effluent
Alamac Knit Fabrics, Inc., Lumberton, NC
S&ME Project No.1040-98-128A
Parameter
(units)
PCE
TCE
DCE
VC
Contaminant Concentration in Groundwater
mg/L
10.0
7.9
16.0
0.3
GW pump rate
MGD
0.04
0.04
0.04
0.04
Contaminant Mass Loading to WWTP
lb/d
3.3
2.6
5.3
0.1
Aeration Basin Volume
MG
2.1
2.10
2.1
2.10
Amount of process water discharged to WWTP - lower limit
MGD
0.70
0.70
0.70
0.70
Amount of process water discharged to WWTP - upper limit
MGD
1.80
1.80
1.80
1.80
Total inflow to WWTP - lower limit
MGD
0.74
0.74
0.74
0.74
Total inflow to WWTP - upper limit
MGD
1.84
1.84
1.84
1.84
Flow Weighted Influent conc. to WWTP - low flow rate
mg/L
0.566
0.447
0.906
0.018
Flow Weighted Influent Conc. to WWTP - high flow rate
mg/L
0.228
0.180
0.365
0.007
Hydraulic Retention Time - low flow rate
hr
67.9
67.9
67.9
67.9
Hydraulic Retention Time - high flow rate
hr
27.4
27.4
27.4
27.4
Mass Transfer Rate from WEF Report
hft per Hp/MG
0.0025
0.0021
0.0021
0.0021
Mass Transfer Rate for Lumberton WWTP
hf 1
0.12
0.10
0.10
0.10
Effluent Concentration - low flow rate
mg/L
0.064
0.059
0.120
0.002
Effluent Concentration - high flow rate
mg/L
0.055
0.050
0.101
0.002
Removal Efficiency - low flow rate
%
89
87
87
87
Removal Efficiency - high flow rate
%
77
72
72
72

N
0
n:
N
rn
NN
Ca
0
rn
O
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x
Lr.
U
¢
<r
LUMBER fON PLANT
DYEING AND FINISfiFNG PRODUCT ION, INCLUDING WASTE AND OFF -QUALITY
FY 2000
OCT '99
NOV S9
DEC '99
IAN '00
FEB '00
MAR '00
APR '00
MAY '00
JUN '00
JUL DO
AUG '00
SEP'00
TOTAL
RPOINNING INVENTORY
0
REVALUATION
0
JNPL 1
0
T RANSPERS FRM PIECE DYE
2.190.395
2.167,785
2,222,374
1,906,006
2,309,627
2,610,619
1.975,192
2;M.056
2,567,830
1.404,550
1,922.301
2,291.830
25,897,573
TRANSFERS FRM GIKEGF. INV
0
DIV STD. PIECE DYE.. ADJ
0
TOTAL INPUT
0
TOTAL. AVAILABLE
0
0
OLRPLrr
0
1STQ ADPF7NISIRNG PROD.
2,707,318
2,653.199
2,689,345
2.235.719
2,8D3,966
3,166,900
2,404,609
2,692,641
3,035,629
1,833,118
2.487.429
2,748.853
31,159.720
1ST Q FPS,SECDNDSOFF QUAI.,WASB
155.057
178,298
245.002
181,649
226.554
272,870
201.412
217,283
306,068
158,201
183,933
246,028
2.672.425
SAMPLE DEPARTMENT SAMPI.F.S
4.244
4,632
2,9D8
2.220
2,368
4,614
3,231
1,882
3.059
2,054
1A75
5.688
37,875
SMPSIFVT TO DYBYSBURG •"'"
0
VARIANCE
0
0
TOTAL OUTPUF
0
DP END. INVENTORY
0
RF,SINATED MR IN PROCESS
0
CUSTOMER RL•TURNS NOT ON DP
0
SHIPMENT TO ➢YLS➢ORG " "
0
TOTAL END. INVIa1TORY
5,057.024
5,003,808
6,159,689
4,325,504
5,342.515
6,05.5,003
4,554,434
5,150,602
5,912,595
3,487.932
4,294.738
5,292,399
59,666.593
Jan — i
C.XIZ6 L, 1f�jDlcc . CAY-L N6 ra
yCJ A10M A00141- t�Jl'TA. Qf"G4`Whi"O 1
F!W/f`3 aO .Jn'f tacWDE'''lY�ar
r Tot R'pDR' r
WC D D �17 caHlal� Lty-eLy
you
DID Fog Xil "r. So lT AND
W1Fs',r c"_ r
tAld.LT

SECONDS & FF DUAL.
50/50
DO
TUBULAR
100%
OT-
TOTAL
00
ovvtm
TOT TUB
& O.W.
50/50
00
100%
00
TOTAL
00
50150
DO
100%
DO
TOTAL
00
10110/98
-To—il7M
262410
1248
76013
19M
328423
S234
--15-4-454
1872
16702
616
M156
2488
3120
92715
-2802
499579
6722
322040
1559
56561
1308
378601
2867
157105
1997
OM75
IWS
-229-3005
479145
3556
120435
2318
59MI
5872
IW24198
-fO—/31M
23M2
2225
96950
2090
12-9912
4315
—4144
t7_1709
2310
46204
1547
217913
3857
404661
4536
143164
3637
947-5M
8172
21INS
2032
59366
2112
271254
159978
2278
4628572196
206263
—4474
371866
4310
105551
4308
477517
8618
11107/98
--i—l/14198
258978
1354
59725
1764
328706
3118
197402
2516
31671
645
229073
3161
456380
3870
101399
2409
557779
5279
254277
1830
47624
1497
311901
3327
161192
2263
23075
381
184267
2624
425469
4093
70699
1858
498168
5951
11/21/98
217914
1490
102019
2702
--�l—
"33
—
4192
171919
2294
199-80-
479
9
1888"
27-73
389833
3784
IISM
—3181
5�2
6955
11/2MB
225042
1647
&WY-18M
M-645
3535
—5003
—714-53-
—1219
2-9109
573
101662
1792
297495
2856
86712
2481
383207
-5327
f2-A—WM
232501
1487
874691
MIS
319970
--1-20-933
1575
19571
353
140504
1928
353434
3062
107040
3869
460474
6931
12112198
242422
1018
74497
25M
1
3602
2288571
2167
24295
330
263162
2497
471279
31851
98792
2914
570071
6099
12f19/98
222578
828
55760
1985
278338
Z813
139914
1773
28762
2901
ISOM
2069
362492
2601
94512
2281
447004
4882
1
152712
2120
41442
1483
1941*4
Muj
609481
Ina
26254
585
107232
1955
2336M
3488
MA
ZDOS
301386
5556
011OW99
0
0
o
0
0
0
1 01
0
0
0
0
0
0
0
0-0-0
0
1887W
UM
-IM
-T92-5-
M724
24UB
3030
3734
2091
—
2874
23271
3015
2394
129-9
26-46
—2846
2174
3659
1414
—3828
3338
2954
45421
0
0
0
0
0
0
�qo
0
0
ol
0
0,.
0
a
Or
0
0.
ol
0
0
0,
97025
1.09
1�71
1125
louv
297833
2131
MW
—W
-T§Uff
-40-ff
01116M
--Y3—
&558
—1105
6-1833
290401
1087771
INS
52-7-2-7
M
-T4-1504
—2551
347345
2990
84560
—2591
431905
5581
01/23/99
259839
2293
39720
1441
299559
126639
1553
43609
695
170248
2348
386478
3946
83329
2136
469807
6082
01M0199
193163
1512
40475
1379
233638
86470
193-8
28571
547
115041
—2385
279633
3350
69M
1926
348579
5276
02106/99
- iM--950
—1645
53199
1229
294149
—
137793
1650
54399
738
192192
088-
378743
3195
107698
1967
486341
5162
02113199
18M13
ilia
54577
1209
237090
137245
2046
36724
281
173969-2327
319758
3164
91301
—1490
-4-110-59
4654
02120199
1 T7217
1062
57803
1953
MM
192389
2478
16M
528
208481
3006
369606
3540
73895
2481
443501
-6021
9
1 162924
1125
432721
1269
206196
183052
1133
21312
434
204364
1567
345976
22501
64584
1703
410560
3961
0=---
Z07745
2173
465M
1126
264311
210105
leso
23071
353
233176
2213
417850
4033
69637
1479
4874871
55121
03/13/991
zoauza
1268
53043
12"
316M
21-15-47
1969
176821
2181
229229
2177
474570
3227
70725
1496
645295
4722
03r2O/99
-63—/27/99
314960
1096
64824
1751
57-9774
198349
2046
12676
4941
211025
2540
513299
3141
77600
2245
590799
5385
218883
1446
46017
729
264900
150007
1823
21362
373
171363
2196
368884
3258
67379
1102
436283
4370
04/03f99
278185
1916
51095
1743
339280
177019
2282
31516
ON
2085-35
—2928
456204
4178
92611
2409
547815
6587
-6 VIO/99
—7/99
-19-985-5
—698
siale
716
—1532
251271
13D91 01
1328
19734
210
196W
—1546
-33-0565
2026
71350
934
401915
2980
0411-
310171
2296
43181
303-52
1813651
2699
26835
784
208200
3483
491536
4995
70010
2316
561552
-7311
04124MB
339839
1890
37373
1448
377212
1880031
20M
26584
434
214587
2470
527842
3920
63957
1802
591799
5808
-76 MI/M
234331
1896
69397
1058
303728t
1615241
1819
68776
321
220300
2140
395855
3716
128173
73-79
624028
5094
051OW99
296147
1955
85252
2587
3813991
139102
2190
20803
550
159905
2748
435249
4146
100055
3145
541304
7290
0517&W
—
0
01
0
0
0
0
0
0
0
-
OV20W
0
0
0
1 0
0
u
a
0
oro�
0
0
0
0
0
0
ol
01
0
OMM
0
0
0
0
0
a
0
0
0
06112199
0
o
o
0
0
0
0
0
0
OFY19199
0
0
0
0
0
0
0
0
0
ova-M
0
0
0
0
0
0-0-0-
0
07/03199
0
0
0
0
0
0
0
0
_0
0711 OM
a
0
0
0
0
0
0
_0
0
07/17/99
0
0
0
0
0
0
0
0
0
07/24/99
0
o
o
0
0
0
0
0
0
07131M
I ol
o
o
0
01
0
0
0
0
08107/99
1
0
0
0
0
00
0-0-
a
08/14/99
a
o
o
0
-01-0-0
0
0821/991
o
0
0
0
0
u
01
0
08128M
0
0
0
a
0
0
0
ol
0
osmusa
0
0
0
0
0
0
0
0
0
09111/99
0
0
0
0
o
0
0
0
0911am
0
0
0
0
0
0
0
0
0
09/25199
0
0
0
0
0
0
0
10102/99
0
0
0
0
0
0
0
0
0
TOTAL
%
7122563
46335
0.65
1777263
506W
2.851
8899826
4666241
51363
1.23
904188
I 6
M
1.97
-9--
70429
75143
1.35
-1-178—W04
-fO-3-698
0.88
266-1451
­6W
BMTO
2.55
-1-44-7
--1-7-2-168
1119
05/08/99
296147
1955
85252
------------
2587
------------
381399
4542
. . . . . . . . . . . . . . . .
139102
... I ........
2190
435249
4145
106055
3145
541304
7290
20803
568
169905
2748
05/15/99
0
0
0
0
0
0
0
0
0
0
05122/99
0
0
0
0
0
0
0
0
0
0
05/29/99
E
0
0
a
0
0
0
0
0
0
0
D6/05199
P
0
0
1
0
0
0
0
0
0
OTAL
TOTAL
%
96147
1955
0.66
795252
2 587
3.03
381309
—4542
1191
139102
1
21W
20803
435249
4145
0.95
106055
3M
2.97
541304
7290
1.35
0
q°

FY 4998
TO TUB 8 O.W.
W
100%
O2
TOTAL
O4
:...
:
50/50
OO
100%
O2
TOTAL
O6
50I29
OO
50/50
06
100%
04
TOTAL
00
1/
10/11/97
442966
2643
2103
530878
­4611-887
4024
234953
3279
35206
2659
281788
677919
6792
122918
860837
11135
10/18R7
415784
3343
46103
48103
4405
236683
3852
1776
4938
052487
7195
81287
2170
2838
743805
10/25/97
385631
3343
062
1347
392528
28B855
3805
25624
23511
7865
314279
303243
6628
7795
2212
759189
0033
19889
11/01/97
385631
3872
70315
70315
1347
455940
5219
5219
27B732
3B05
23511
865
303243
4670
4070
055363C34-51-8
085383
7877
93826
83828
2212
759t89
9889
11/06/97
380140
4331
01009
2367
427149
6698
197781
3476
17705
916
215486
4392
563921
7807
78714
3283
642635
11090
11/15/97
349405
2958
117037
2061
460442
5817
1BM39
3737
16289
783
201728
4520
534844
6693
127326
3044
662170
10337
1122197
306148
2579
67082
1811
373210
4490
208333
4439
14986
2178
223319
6617
514481
7118
82048
3989
596529
11107
11/29/97
246660
2041
78919
2037
325589
4078
131532
2521
22747
2193
154279
4714
378182
4582
101886
4230
479848
8792
—F2-106/971
283031
2432
117209
—18151
4247
245526
44761
22651
11801
288177
6656
526557
6908
139860
2995
668417
9903
121131971
3083351
2450
70207
2088
378542
4538
232554
3842
34387
2674
266941
6316
540889
6092
104594
4762
645483
10854
12120/97
295686
1448
59775
1238
355481
2686
215159
4863
25095
1766
240254
0831
510845
6311
84870
3005
595715
9317
12/27/97
173872
1452
31851
885
205723
2137
118103
1896
18430
705
136533
2602
291975
3348
50281
1391
4739
01/03I9B
58104
293
7138
83
63243
376
28782
407
4715
108
33477
515
84886
700
11854
191
98720
891
-
-
r
01/17/98
354678
2408
70128
1810
424801
4016
176747
2943
26407
1019
202154
3962
531423
534
95535
2829
828858
7978
0124/98
325040
1891
818
3240
325858
4931
194733
1718
20335
680
215088
2428
519773
3439
20951
3920
540724
7359
01131/98
300160
1623
108080
31M4
408220
5567
781532
2037
1460e
770
198038
2807
481882
3880
722580
4714
804268
8374
02/07/B8
2B8615
1780
98812
4041
398427
5821
214801
2421
18471
560
233272
2971
514416
4201
117283
4591
631699
8792
62/11998
340173
1958
84433
3452
424608
5410
231106
2722
19998
970
261104
3692
571279
4680
104431
4422
4797
675710
616326
9102
02/21/98
313260
2102
76656
3659
389916
5761
204521
3024
21889
1138
225410
4162
5177811
5126
98545
9923
0228/98
283081
18401
47194
1409
330275
3249
1959"
2271
35769
944
231715
3215
4790271
41111
82963
2353. 561990
6464
03107/98
358172
3205
48013
1519
406185
4724
176578
2391
34000
1528
210578
3919
5347501
55901
82013
3047 6167631
3168 562518
8643
031141981
305961
2769
75547
1544
382508
4313
160017
2208
19994
1624
180611
3832
465978
4977
96541
8146
0321/Ba
323885
2275
55167
1606
379052
3881
176084
1979
22144
663
198228
2532
499959
4254
77311
2159577280
6413
UNZWM
1 303481
1860
79172
3111
382653
4971
203687
2766
27109
1199
230796
3965
5071W
4626
166281
4310 613449 8938
8984. 573629, 12473
46311 562899r 8970
53141 581000 - 10471
04N4/99
302158
3161
M46
5673
401404
8734
252038
2328
20307
1411
272425
3739
554198
5489
118833
04/11/98
249707
2178
107294
3637
357001
5813
181938
2263
23900
894
205898
3157
431645
4439
131264
U41laM
305359
35M
79743
4635
385102
8201
179590
1591
16308
679
198898
2270
484949
5157
95051
04125M
1 296436
4408
81036
3485
377472
7893
189913
2206
18418
663
208331
2769
486349
6614
99454
4048
5858031
40662
2199
294205
2931
74301
4566
388587
7497
209835
2295
35867
1498
245502
3797
504121
5228
108988
8082
814089'.
11288
05MM
1 274326
2011I
2
4452
401917
6463
202442
2063
22999
1498
225441
3661
476707
4074
150591
5950
627358
10024
05116M
244154
12068
3942
362222
5147
218678
2121
18390
427
2370W
2548
462832
3325
136458
4369
599290
7695
0523/98
289725
16499
3818
404294
5265
231844
1766
13238
580
245082
2346
521569
3415
127807
4196
649376
7611
05/30/98
268055
14785
3829
348280
5307
209111
3011
18329
600
227440
3511
467108
4489
108534
4329
576700
8818
0=6/98
207 552
14703
4474
319646
59"
215862
2259
13293
426
229155
2685
422914
3729
125786
4900
548700
8529
00/13/9a
205610
9768
2041
326024
3016
247715
1918
18062
299
265777
2217
453331
2893
137470
2340
690801
5233
0820/98
268327
14342
3301
323999
4795
229824
2180
22793
1209
F2617
3389
488151
3614
88465
4570
578810
8184
0627/99
224682
4762
1803
282994
4079
190372
2839
27385
892
211757
3531
415054
5115
79697
2495
494751
7610
07/04M
29274
04
0
48948
0
13677
0
5379
0
19056
0
42951
0
25053
0
3041.
3812
68004
3i 192.
612268
0
07/11/98
153571
20589
2391
226750
4449
142266
2264
12176
650
754442
2914
295837
4322
55355
7363
8393
07/18/98
307366
lase1
2809
396117
4665
189091
2925
27060
803
216151
3728
496467
4781
115811
07/25/98
299623
23013
2265
373186
4666
142573
2251
22828
636
166401
2887.
442096
4552
96491
2901
538587
7453
MOV981
289052
1887
8e100
3008
3751581
48951
104989
14071
33567
608
138546
1915
394041
3294
119563
35161
513704
6810
WOMB
291689
1694
82480
2510
374169
4204
123175
12W
15570
359
138745
1647
414864
2982
98060
2969
512914
5851
08/15/98
238409
1247
95241
2821
333550
4068
154745
2122
18161
497
172906
2619
393154
3369
113402
3318
506556
6687
0022198
270285
2593
66207
1840
336492
4533
751615
1795
41335
1332
192950
3127
421900
44881
107542
3172
529442
7650
0829198
206369
1565
79297
2416
285656
3981
136974
1826
17562
303
164526
2129
343343
3391
9049
2719
440192
6110
09/05198
218701
1247
69042
3873
287743
5120
127735
1611
23286
701
151001
2312
346436
2858
9 308
4574
438744
7432
09/12198
175953
1394
64633
2403
240SW
3797
90801
1240
21032
1316
111833
2556
286754
2634
NW5
3719
352419
6353
09/19/98
263410
2007
69783
2828
333193
4835
162082
1884
45521
831
207583
2715
425472
3891
115304
3659
540776
7550
0926/98
288483
2592
66125
3042
354608
5634
179743
2310
53845
1287
233588
3597
468M
4902
119970
4329
588196
9231
10/03/98
265320
2080
93761
3230
359081
5310
165206
1944
64769
1849
219975
3793
430526
4024
148530
5079
679056
9103
TOTAL
%.
14482838
218701
112865
0.78
1247
3947604
69042
136213
<- 3.45
3873
18430442
287743
249078
1.35
5120
9655767
127973
1.34
1266037
'
53646
4.27
10810804
_
181518
1.68:
24039605
240838
1.00
5202641
189758
;. 3.65
29241246
430596
1.47
9/5198
127735
1611
23266
701
151001
2312
346436
2858
92308
4574
438744
7432
9/12818
775953
1394
64633
2403
240586
3797
90801
1240
21032
1316
111833
2556
266764
2634
85665
3719
352419
6353
9A9/88
283410
2007
69783
2828
333193
4835
182062
1884
45521
831
207583
2715
425472
3891
115304
3659
540776
7550
926/98
288483
2592
66125
3042
354808
5634
179743
2310
53845
1287
233588
3597
468226
4902
119970
4329
SW196
9231
10/3/98
265320
2080
93761
3230
359081
531001
1944
54769
1849
219975
3793
430526
4024
148530
5079
579056
9103
TOTAL
%
1211867
9320
0.77
363344
15376
4.23
1575211
24696
1.57
725547
1
—8M
1.24
198433
5984
102
923980
14973
1.62
1937414
88300
0.95
661777
21360
3.80
2499191
39888
1.59

SECONDS 6 FF DUAL.
1997
MW
50/50
OD
TU ULAR
100%
TOTAL
OD
3580
3616
3856 '.
4337
3314 -.
3187
3078,
5677
5325.
4829
5045
5187
4762
14538
6382-
5442-
4220-.
6216'i
3621
4818
4159'
50/50
OD
0WIDTH rTOT
100%
OD
TOTAL
OD
_
:
..
-.
50/50
OD
.. U
100%74680
8:O
TOTAL
OD
OD
01/04/87
224777
1887
50929
1593
275706
176387
4847
25762
1493
202139
6330
401164
6734
76681
477815
9810
01/11197
304074
1949
74303
1667
3783TT
222989
4336
50593
312D
273581
7456
627062
6286
124896
651958
11072
Oi/18I87
351432
2198
50358
1658
401790
272398
3671
44200
1542
316598
5213
623830
5869
94558
718388
9069
0125/97
305888
2434
82221
1903
388109
205242
2780
558M
2596
260922
5376
511130
5214
137901
649031
9713
02101/97
277275
1478
936M
1835
370943
240105
3082
29794
1762
269899
4844
51738
4560
123462
640842
8158
02/08/97
253438
1687
75638
1500
329074
242833
2077
33749
1770
276592
4447
496259
4384
109387
605656
7534
02/15/97
285823
1432
88758
1846
374561
218538
3439
39343
1318
257879
4757
504359
4871
128101
632480
7836
02121997
272626
2897
111170
2780
383795
221431
3319
45382
1800
286793
5119
494OW
6216
156632
650588
10796
03/01/97
288240
2473
63255
2852
371495
231114
2529
37888
1827
28B7B3
4356
519354
5002
120924
640278
9681
03/08197
230237
2550
1025621
2279
332799
184398
2469
12637
1445
197035
3914
414635
5019
115199
37241
529834
8743
03/15/97
256372
2573
1111971
2472
357509
208M
3365
38627
1777
246M
5142
464378
59381
149824
42491
614202
10187
0322/97
283845
1340
116347
3847
380192
208480
28M
39356
2046
245836
4902
470325
4196
155703
5893
628028
10089
03/29/97
327798
1709
130159
3053
457957
241400
3634
37838
1003
279238
4697
509198
5343
167997
4116
737195
9459
04/05197
287434
1874
98M
22564
385779
171874
4159
28741
1088
200615
5247
459308
6033
127086
13752
586394
19785
04/12/97
297850
3
101610
3040
399250
206823
2634
57388
2485
264212
5119
504473
6976
158999
5525
OM72
11501
04/19/97
322685
1947
98853
3495
421538
241665
3169
50161
1925
291826
5084
564350
5106
149014
5420
7133M
10625
7
333709
2392
448380
254390
7
51279
21
9
325019
6159
26
588099
596827
5875
163930
4
4504
7
10379
12842
O5/03197
2390
2909
112942
i 284437
287744
273718
269450
4576
40582
2050
O5/10/97
342452
1480
119573
2141
462025
6010
38819
1823
326563
7833
630196
7490
168392
3964
7886138
11454
05/17/97
297018
2623
88467
2195
385485
4756
35333
1496
309051
62621
570736
7389
123800
3691
694536
11080
05/24/97
309694
1807
103483
2352
413177
4256
24413
808
293863
579144
6063
127896
3160
707040
9223
05131197
288693
1680
112082
3492
400775
5172- 286353
4580
24343
845
310696
575M
6260
136425
4337
711471
10597
06/07/97
390056
2273
113285
3664
503 1
59371
6191
6655,
4319':
0
3717i
2806...
45471
3612
5378
3397
4070
2356
2693
2553
4227
3607
3162
0
0
0
0
0
0
0
0
0
0
0
0'"`"
179590
1.14
254563
269109
273113
225583
63150
169806
204497
227118
209261
209315
184930
222462
161154
168922
235872
231132
258533
274501
:.
$979093.
4390
30497
1257
286060
644619
6663
143782
4921
78MOI
11584
06114197
361424
2255
67647
3926
428471
3990
30807
1302
299916
630533
6255
97854
5228
11483
0621/97
354838
2428
81474
@27
438312
5085
24057
2157
287470
828251
7523
105531
8384
733762
13907
O6128197
305753
3215
57991
1104
363744
5102
31837
1397
257420
d7767
631336
9317
89828
2501
621164
00818
07/05/97
SBB02
0
17593
0
104395
0
14957
0
78007
149952
0
32450
0
1
0
07/12I97
254340
2131
53131
1586
307471
4812
40023
1575
209829
424148
6943
93154
3161
517300
10104
07/19/97
305529
1576
73418
1230
383947
5191
44911
2576
249408
610026
6767
123329
38M
633355
10573
0726197
245241
2031
75118
2516
320359
5436
47017
2196
274135
472359
7467
122135
4712
594494
12179
08/02197
289258
1727
88830
1896
376088
4291
44385
2165
253646
498519
6018
131215
4050
629734
10068
7
362040
3546
ON32
18321
444072
2448
46439
16651
255754
4113
571365
5994
128471
3497
_
9491
08/16187
i 325M
17431
95291
1664
421977
2649
49807
2929
234737
5578
511616
4392
145098
4583
051231971
424712
2226
69517
1844
494229
2952
57NO
2355
290320
53071
647174
6178
137376
Al"
9377
08I30/97
241361
1477
51401
881
292762
2502
39W9
2317
190712
4819
3925151
39791
90958
3198
7177
09/06/97
420836
1574
75811
1119
496649
2596
64373
1726
231295
4422
587760
4270
140184
2845
727944
7115
09/13197
358130
1320
87222
1224
443352
2612
47733
1933
283605
4545
592002
3941
134965
3157
15MY
7
09/20197
424533
1815
123703
2412
548236
4830
32991
1641
264123
6471
655§85
6645
156694
4063
812359
10698
09/27/97
3301
1523
104514
2084
434620
3 39
33352
19 1
291885
5710
588839
5252
137M
4055
726505
9317
10/04/97
355020
2138
79759
1024
434779
3227
29163
1091
303664
4318
629521
5365
108922
2115
730443
7480
10/11/97
0
0
0
0
0
0
0
0
0
10/18/97
0
0
0
0
0
0-0-0-
0
1025/97
01
1
1
0
0
0
0
01
0
0
0
11101197
0
0
0
0
0
01
0
0
0
11/OB/97
0
1 01
0
0
0
0
0
0
0
11/15/97
0
0
0
0
0
0
0
0
0
1122197
0
0
0
0
0
0
0
0
1129197
0
0
0.
0
0
0
0
0
0
12/00/97
0
0
0
0
0
0
0
0
12/13/97
0
0
0
0
0
0
0
0
0
1220/97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTAL
%
12288214
81114
0.66
3518708
98476
180
15788922.
147153
1.64
1561326
70434
4.51
1OU0418
217587
2.06
21247307
228267
1.07
5080033
168910
3.32
25327340
397177
1.51
9/6197
420838
.,.,.o. .,.
1574
.....,.,..............
75811
1119
496649
2693
-
166922
2696
64373
1726
231295
4422
587760
4270
140184
2845
727944
7115
9I13/97
356130
1329
87.2
1224
443352
'• 2553
235872
2612
47733
1933
283605
4545
592002
3941
134955
3157
726957
7098
920197
424533
18151
123703
2412
548235
4227
231132
4830
32991
1641
264123
6471
655885
6645
156694
4053
812359
10098
927197
330106
7523
104514
2084
434620
360T
258533
3739
33352
1911
291885
5710
588639
5262
137866
4055
726505
9317
1014/97
355020
2138
79759
1024
434779
3162
274501
3227
29163
1091
303664
4318
829521
5365
108922
2115
738443
7480
T OTAL
%
- 1986627
': 8379
0.44
471009
r 7863.
1.67
2357636
66242
0.69
1166960
17104...
1.47.
207612
8362
4.03
. 1 74572
i>: 66468
LBS
3053587.
26483
0.83
678621
-. 16225
2.39
3732208
. -. 41708
1.12
41
D1,V Trey F►►��:is �C,)a .

4996
TUBULAR.
© 1
11'//E
03
100%
O2
TOTAL
O5
:
'.
:
`
-
50/39
02
100%
O2
TOTAL
O5
:
-
4;Mmm
..
50/8
O5
1 %
^04
'TOTAL
OO
1/6
3249
324942
3041
72207
2273
397149
5314
143978
2925
83928
2408
207904
5331
4889 8
5966
138135
4879
806063
10845
1113
302706
1765
30379
881
383085
2647
153328
2046
102979
2825
256307
4871
456034
3812
183358
3706
838392
7618
V20
347453
3206
88425
5907
435878
9113
194318
2157
53562
3309
247880
5406
541T71
5363
141987
9216
883758
M79
127
258611
2907
94496
5225
351107
8132
132889
2876
52108
3271
184997
8147
389500
5783
146604
8496
538104
14279
2/7
227552
1596
92071
3406
319623
5001
108308
1675
316M
2187
137992
3762
333860
3170
123755
6693
457615
8763
2/10
245987
4847
75693
2322
321680
7169
143580
2142
18505
950
180085
3092
389667
0989
92198
3272
481765
10261
2/17
307875
2303
127373
2682
435248
4985
200835
2769
23054
1422
223889
4191
508710
5072
150427
4104
659137
9176
DT4
265948
1479
108882
2507
372808
4086
265305
2666
29189
1360
284494
4026
521251
4145
136051
3967
657302
8112
32
331644
3311
99322
1907
430966
5218
236594
M9
39429
1053
276023
3742
588238
6000
138751
2960
706989
8960
319
340958
2258
97224
1334
438182
3592
190628
2980
29593
922
220221
3902
531586
5238
126817
2256
658M
7494
3/16
403194
1748
84652
2011
48780
3757
236796
3357
35018
1054
271814
4421
639990
5103
119670
3075
8178
323
335437
2392
85038
2706
420475
5098
245278
410E
23101
1179
258379
5288
580715
8501
108139
3885
68B854
103M
3/30
303047
1868
103429
1748
408478
3614
248454
3275
31660
1439
200114
4714
551501
5141
135089
3187
8328
4/6
336058
2574
92668
1385
428728
3957
254817
2BSB
46053
1514
300670
4373
590675
5433
138721
2897
729396
8330
4/13
265465
1774
95497
2610
360962
4384
148696
2163
28512
790
177208
2953
414161
3937
1 4009
3400
538170
7337
420
293953
2367
12
1770
356885
4137
229732
2777
37378
1356
267110
4133
523685
5144
100090
3126
023775
8270
4/27
286392
1932
84007
2209
370399
4141
197932
2864
64166
2640
2520M
5304
484324
4698
138173
4849
622497
9445
5/4
247302
1708
103666
1705
351048
3413
190842
2545
67536
2542
250378
6187
438224
4353
171202
4247
609426
85M
5111
340659
1740
140529
3239
481188
4979
187218
3038
38483
1747
225701
4785
527877
4778
179012
4986
7
9764
5118
351633
1805
110837
2841
_ 462470
423809
4646
4103
185489
2883
30349
1797
215838
4680
537122
46M
141106
4638
9328
525
296937
2453
126872
1650
192861
4119
30496
1286
223357
5405
489798
6572
167368
2936
647188
9508
6/1
286739
3023
73112
1741
359851
468816
413154
4764
203621
2946
32875
1502
236496
4447
490360
5968
105987
3243
596347
9211
we
390930
2909
77806
7217
4126
255819
3904
39040
1233
294659
5137
64664E
6813
116925
2450
763475
9263
8/15
346447
2864
88707
1238
4102
253966
4704
26543
1454
279509
6158
600413
7568
92250
2692
692663
10260
Off—
352478
3191
66685
1084
418044
4275
261190
3842
29670
1375
290860
5217
613668
7033
95236
2469
708904 9492
628905 _ 10775
4797301 8808
576738 8921
6745881- .8851
661521 9954
566908 _ M97
647557 13281
615029'. 10389
737383 11377
929
357495
3318
62983
2099
420358
5417
180110
3682
28437
1776
208547
5358
537605
5900
91300
3875
7113
249177
2710
92294
2554
341471
5264
117683
16M
20576
1876
138259
3544:
366860
4378
112870
4430
720
273666
1625
1
2970
361757
383877
4595
3574
191496
2746
23485
15M
214981
4326
465162
4371
111576
4560
727
284505
1712
89292
1862
258071
3985
32840
1312
290711
5277
552658
5677
121932
3174
B/3
250750
2051
122397
=12
373147
333961
361367
4133
238492
3481
51882
2340
288374
SB21
487242
5532
174279
1422
silo
219159
2971
114802
3986
6957
189083
4441
43864
3299
232947
7740
408242
7412
158M
7285
&17
283182
2345
el85
2107
4452
251810
4809
34280
4203
288180
8812
515092
8954
132185
8310
s24
273099
2702
113219
2175
386318
430993�
227834'
245856
35i825
399278
4877
195997
2908
327U
2584
228711
5492
489096
5810
145933
4759
9131
295M
2330
134885
1904
4242
2515
231355
3691
75025
3444
305390
7135
527673
6029
209710
5348,
917
151088
1303
50746
1212
106 220
1970
77433
974
133853
2944
267508
3273
94179
2186
- 361687
5459
9114
234103
1801
11763
2260
4061
152680
4095
37247
1782
189927
5877
386783
5896
49000
40421
435783
9938
9/21
213680
2541
138145
4925
7466
3810
190807
3511
49240
2752
240047
6263
404487
6052
187386
7677
591872
13729
928
26=9
1251
136439
2559
275M
4450
55268
3230
330367
7580
538938
5701
190707
5789
72954
11490
10/5
280884
1530
71905
2069
352769
401384
411474
384311
391391
3807
209588
3192
33451
2884
243039
5856
490452
4730
105356
4733
595808
9483
10/12
291902
1957
109482
23M
4311
253857
4948
36426
3448
290283
8396
545759
6905
146908
5802
691657
12707
10/19
2B9978
2785
121496
2287
5072
230104
3543
39061
2487
289165
6030
520082
6328
180557
4774
680639
11102
1026
289227
25081
1150841
2229
4737
4199
2M620
4210
37864
2095
282454
6305
513847
6718
152948
4324
666795
11042
112
314675
2143
78878
2056
240380
3902
28025
1968
268405
5870
554955
8045
104841
4024
659796
10089
1119
1 321343
2893
842921
2146
405635
5039
261579
4887
35503
2075
297082
6962
582922
7780
119795
42.21
702717
12001
11118
337750
3695
738381
1327
411588
5022
217201
4711
53802
2073
271003
8784
554951
8408
127610
3400
882591
11808
1123
339449
2229
98M
2816
438109
319647
5045
190313
4059
56834
2640
247147
6709
5297621
6298
15 A94
5466
685256
11754
1/30
255743
1596
63904
1253
2849
100036
2403
46835
2653
226871
5056
435779
3999
110739
3906
546518
7905
12/7
274730
1927
31962
1056
306692
3783
191417
4662
32313
1875
223730
6537
466147
M89
44V5
3831
530422
10320
12114
321284
2505
30833
1281
352117
3786
239646
4647
33365
1637
273011
8284
550930
7152
64198
2918
625120
10070
1221
266033
1876
51013
17"
317048
3620
206323
4651
40006
2300
246329
6951:
472356
6527
91019
4044
563375
10671
1228
1019
28
622
28508
383
154527
1005
115845
1858
11613
585
127258
2243
2436642280
... 0. 38121
0
252374471- 288608E 6520034
f t: i.t4
466147 8489 84275
958
281785
3248
0
216667
3.32
0
31757481
0
- 505175
t159'
TOTAL
14829463
117899
0.80
4530934
114292
2.52
19360387
232191
L20
10407994'
as
191417
170709
r-1.84
w w >
4662
1989100
32313
102275
5:14
..>':::
1875
12397094
-
223730
272984
2.20
8537
38311
530422
aq
10320
1217196
274730
1827
31962
1956
306692
3783
12/14/96
321284
2506
30833
1281
352117
3786
239646
4647
33365
1637
273011
6284'..
560930
T152
641981
29131
625128
10070
122l/98
266033
1876
51013
1744
317046
3620
206323
4651
40006
2300
246329
6951
472356
6527
91019
40441
563375
10671
12/28/98
128019
622
26508
383
164627
1005
115645
1656
11613
585
127258
2243.
243664
2280
38121
988
281785
3248
0
0
0
0
0
0
0
0
0
0
TOTAL
%
990066
6830
0.69
140316
5364
3.82
1130382
12194
1.08
753031
55618
2.07
117297
6397
5.45
870328
'22015
2.53
1743097
: 22448
1.29
267613
11761
4.57
2000710
34209
1.7T.
Op

NOTES FOR APPLICATION OF GUIDELINES:
Alamac Knit Fabrics knits a poly/cotton blend (sometimes uses a 1000/0 cotton blend), dyes and
finishes (uses softeners, resin/formaldehyde for finishing). Also, takes in fabric from
Elizabethtown for finishing (little W W associated with this, mostly tank rinse water). Per Jim
Walters, 98% of wastewater is attributable to the dyeing phase. Finishing waste is fairly small.
Off quality fabrics (discarded in the process for {QA purposes). Sometimes off -quality is found
prior to dyeing & finishing and sometimes it's not (therefore, likely should count it as part of
the total production). Also, E-town fabrics should be counted as part of the total.
By definition in 410 Subpart E, Alamac performs complex manufacturing using a natural and
synthetic fiber blend (BPT/BAT parts (a) and (c)).
410.52 (a) BPT and 410.53 (a) and (c) BAT
Parameter
Daily max
Monthly avg.
Calc. Daily max
Calc. Mnthly avg
BOD5
5.0
2.5
672
220
COD
60
30
8064
2646
TSS
21.8
10.9
2930
961
Sulfides
0.2
0.1
26.9
8.8
Phenols
0.1
0.05
13.4
4.4
Chromium
0.1
0.05
13.4
4.4
H
6-9
Caclulation using daily maximum and monthly average from given production numbers.
410.53 (c), for COD
COD (BAT - C) 140 120 15376 1 1764
Total COD (from (a) and (c))
COD (BAT -C) I 1 1 13,440 14,410
NOTE: Alamac provided weekly production data broken down by product with the application
submitted in 1999. However, when I called 10/00 to obtain more recent production data,
found out that their Industrial Engineering group, which kept the production data was
dissolved through layoffs. He did fax me some basic production data to work with, however.
Using the highest monthly value from 10/99 - 9/00 (from fax) daily max was calculated as
6,055,003/30 = 201,8331bs/day, monthly avg. 59,666,593/12 = 4,972,216lbs/day.
These values are much higher than the values submitted with the permit (134,400 Ibs/day-
daily max; 2,646,457 lbs/day - monthly avg.).
Alamac Knit Fabrics, Inc./ Lumberton W WTP
NPDES Renewal
Page 4

TOXICANT ANALYSIS
Facility Name
NPDES #
Qw (MGO)
Alamac Knit Fabrics
Parameter=
Standard =
Sulfides
I
P
NC0004618
2.5
25
Ibs/day
7010s_(cfs)
120
n
BDL=1/2DL
Data
RESULTS
IWC (%)
3.13
1
1.16
_ual
1.16
Std Dev.
0.151581339
ving Stream
Lumber River
2
1.09
1.09
Mean
1.178363636
Stream Class
C Sw HOW
3
1.06
1.06
C.V.
0.128637149
4
1.18
1.18
FINAL RESULTS_
5
0.88
0.88
Sulfides
6
1.24
1.24
Mu/t Facto
1.1
Max. Pred Cw1.881
u
7
1.14
1.14
Max. Value
1.71
Ib
Allowable Cw 25.0
Max. Value 1.71
Chromium
Max. Pred Cw 1.716
Allowable Cw 12.7
Max. Value 1.32
Iron
u
8
1.38 1.38
1.08 1.08
Max. Pred
1.881
lbsj
9
Allowable
25.00
lbsj
10
1.2 1.2
u
11
1.1 1.1
u0n,
12
1.06 1.06
13
1.26 1.26
1.15' 1.15
14
ax. Pred Cw
16.02
u
15
1.2
1.2
Allowable Cw
32.04
16
1.19
1.19
Max. Value
--- 8.9
17
1.03
1.03
Copper_
18
0.99
0.99
Max. Pred Cw.
0.15
- - 0.2
MW
19
1.25
1.25
Allowable Cw
u
20
1.36
1.36
Max. Value
0.1
21
1.11
1.11
Zinc
22
0.97
0.97
Max. Pred Cw
0.238
23
1.1
1.1
Allowable Cw
1.6
u
24
1.2
1.2
Max. Value
_
0.14
25
1.16
1.16
Phenols
26
1.18
1.18
ax. Pred
0.238
uW
27
1.38
1.38
_Cw
Allowable Cw
--- 12.7
u
28
1.12
1.12
Max. Value)
0.17
29
1.2
1.2
Phenols
30
1.14
1.14
ax. Pred Cw
_
0
u
31
1.02
1.02
Allowable Cw,
Max. Value
_ 32.0
0
u
32
1.28
1.28
33
1.23
1.23
- -
34
1.19
1.19
x. P ared Cw
CI
0
tq
35
1.19
1.19
Allowable Cw
_
0.0
u
36
1.06
1.06
Max. Value
0
37
1.71
1.71
- 0
38
1.34
1.3411
1.3
1.32
Max. Pred Cw
0
u
39
1.3
Allowable Cw
_ _
0.0
u
40
_
1.32
Max. Value
0
41
1.53
1.53
1.38
1.17
0.8911
0
42
1.38
Max. Pred Cw
0
u
43
1.17
Allowable Cw
0.04
44
0.89
Max. Value
0
45
1.19
1.19
0
46
1.38
1.38
ax. Pred Cw
0
ug A
47
1.19
1.19
Allowable Cw
0.0
48
1.11
1.11
9/25/00 1'PAGE 1

TOXICANT ANALYSIS
Max. Value
0
Max. Pred Cw
Allowable Cw
0
0
0.0
49
50
51
52
53
54
55
56
1.12
0.92
- 0.97
1.36
1.11
1.21
1.09
1.12
0.92
0.97
1.36
1.11
1.2
1.09
—
u
u
Max. Value
0
-
57
—
9/25/00 1'PAGE 2

TOXICANT ANALYSIS
rameter= Chromium _
tandard= 12.7 Ibs/dayi
Parameter=
Standard=
RESULTS _ n
Std Dev. 0.22139 1
Mean 0.7075 2
C.V. 0.31292 3,
4
5;
Mu/t Factod 1.31 6;
Max. Value 1.32 Ibs/da 7
Max. Pred 1.716 Ibs/da 8
Allowable C 12.70 Ibs/da 9
10
11
12
13
Iron
P`:
11
mgA
1A, LSt'
n 3DL=1/2D
1 0.83
2 0.94
3 1.03
4 1
uaI Data
0L=1/2D
tual Data
RESULTS
Std Dev.
0.83
0.66
0.66
1.6904
2.3498
0.94
0.58
0.58
Mean
1.03
4.56
4.56
N.
0.7194
1.8
8.9
m
1
i 3.35
3.35
5
0.79
0.79
2.36
2.36
6
0.72
0.72
2.86
2.86
Mutt Factor
7
1.16
1.16
3.2
3.2
Max. Value
8
1.32
1.32
2.23
2.23
Max. Pred 1
16.02
31.97
mgA
mg/1
9
0.39
0.39
4.96
4.96
Allowable C
10, 0.77 0.77
11 0.91 0.91
12 0.98 0.98
13 0.7 0.7
14 1.15 1.15
15 1.2 1.2
16 1.19 1.19
2.62
2.62
0.54
0.54
1.76
1.76
3.56
3.56
14
2.1
2.1
15
2.6
2.6
16
1.61
1.6
17 1.03
1.03
17
2.06
2.06
18 0.99
0.99
18
3.2
3.2
19 0.48
0.48
19
0.92
0.92
_
20 0.64
0.64
20
2
2
21 0.44
0.44
21
0.92
0.92
22 0.52
23 0.55
0.52
22
0.88
0.88
0.55
23
0.62
0.62
24
0.6
0.6
24
2.48
2.48
25
0.58
0.58
25
2.68
2.68
26 0.59
27 0.69
0.59
26
1.62
1.62
0.69
_ 27
28
0.73
0.73
28 0.561
0.56
1.51
1.51
29 0.6
0.6
29
30
3.3
3.3
30 0.57
0.57
3.6
3.6
31 0.51
0.51
31
4.7
4.7
32 0.64 0.64
33 0.61 0.61
34 0.6 0.6
35 0.6 0.6
36 0.53 6.53
37 0.86 0.86
38 0.67 0.67
39 0.65 0.65
40 0.66 0.66
41 0.77 0.77
42 0.69 0.69
43 0.58 0.58
44 0.59 0.59
_ 45 44 0.44
46 0.59 _0.59
47 0.69 0.69
48 0.59 0.59
32
1.56
1.56
33
4.2
4.2
34
35
1.44
1.38
1.44
1.38
36
5.6
5.6
37
0.29
0.29
38
1.98
1.98
39
0.47
0.47
_
40
2.5
2.5
41
0.92
0.92
42
2.6
2.6
43
0.59
0.59
44
0.98
0.98
45
46
-_ 47
48
5.4
5.4
0.45
0.45
_
1.09--
9/25/00 PAGE 3

TOXICANT ANALYSIS
49 0.48 0.48
50 0.56 0.56
51 0.56 0.56
52 0.46 0.46
53 0.68 0.68
54 0.55 0.55
P55 0.6 0.6
56 0.54 0.54
57
_49
50
51
8.9 8.9
0.92 0.92
1.33 1.33
3.04 3.04
52
53
2.7
2.7
54
2.09
2.09
_
55
56
57
9/25/00 PAGE 4

TOXICANT ANALYSIS
meter=
ndard =
Copper
0.007 mg//
DL=1/2DLaual Data RESULTS
0.1 0.1 Std Dev.
0.1 0.1 Mean
Parameter-
0.01833
0.07769
Standard =
I n
1
2
Zinc
0.05
mg/I
tual Data RESULTS
Par
St
mgl
mgn
mg/I
y
DB L=1/2D
n
1
0.1
_ 0.1 Std Dev.
0.11 Mean
0.028
2
0.11
0.0877
3 _0.1 0.1
4 0.1 0.1
5 0.07 0.07
6 0.08 _ 0.08
7 0.07 0.07
8 0.05 0.05
9 0.08 0.08
C.V.
0.2359
3
0.13
0.131 C.V. 0.3197
0.14
0.1
0.08 Mult Facto 1.7
0.05 Max. Value 0.14
0.06 Max. Pred 1 0.238
0.05 1 Allowable C 1.60
0.08
4
0.14
0.1
5
Mult Factor
1.5
6
0.08
Max. Value
0.1
m';` 7
0.05
Max. Pred 1
Allowable
0.15
0.22
mo ` 8
m '.`; 9
10
0.06
0.05
0.08
10
0.06 0.06
11
0.05 0.05
11
0.09
0.09
12
0.08 0.08
12
0.06
0.07
0.08
0.07
_
13
0.07 0.07
13
14
14
15
15
_
16
16
17
17
18
18
-
19
19
-
20
20
21
21,
22
23
24
25,
26
27
28
29
30
1 31
32
22
23
24
25
26
27
_
28
29
30
-
31
32
33
33
34
35
36
37
38
39
40
411
34
35
36
37
38'
39i
40
41 -
42
43
44 -
- i' 45
46
47
48
--
-
42
43
44
45
46
47
_
48
9/25/00 'PAGE 5

TOXICANT ANALYSIS
49
49
50
50
51
51
52
52
53
53
54
54
55
55.
56
56
57
57
9/25/00 'PAGE 6

TOXICANT ANALYSIS
meter = j Phenols
Par
ndard = 12.7
Ibs/day
St
n3DL=1/2D
ctualData
RESULTS
1 0.06
0.06
Std Dev.
0.0237
2 0.05
0,05
Mean
0.0647
30.05
0.05
C.V.
0.3664
4 6.06
0.06
5 0.04
0.04
6 0._06
0.06
Mutt FactoP12.70
7 0.06
_
0.06
Max. Valuebs!
8
0.07
0.07
Max. Predb..
9
0.05
0.05
Allowablebs/'
10
0.06
0.06
11
0.06
0.06
0.05
12
0.05
o/L
13 0.06
0.06
14 0.06
0.06
- 15 0.06
0.06
16 0.17
0.17
_
17 0.12
0.12
18 0.06
0.06
19 0.07
0.07
20 0.06
0.06
21' 0.05 _ 0.05
22�0.06
0.06
23
0.06
0.06
24
0.06
_
25
_0.06
0.06
0.07
0.06
0.06
_0.06
0.07
0.06
0.06
26
27
28
29 0.06 0.06
30 0.05
0.05
31 0.06
0.06
32 0.06
0.06
33 0.06
0.06
34 0.06
0.06
35 0.05
0.05111
36 0.09
0.09
0.07
38_ 0.06
0.06
39 0.0710.07
40 0.08,
0.08
41 0.07
0.07
42 0.06
0.06
43
0.06
_0.06
44 0.04
_
45 0.06
_0.04
0.06
46 0.17
0.17
47 0.06
0.06
48 0.05
6.051
9/25/00 PAGE 7

TOXICANT ANALYSIS
49
0.06
0.06
50
0.06
0.06
51
0.05
0.05
52
0.07
0.07
53
0.06
0.06
54
0.06
0.06
55
0.05
0.05
56.
57
9/25/00 'PAGE 8

DyersburgCorp ration
I _
DYERSBURG • ALAMAC • UNITED KNITTING
1885 Alamac Road
Lumberton, NC 28358
James H. Wafters
Director of Environmental Affairs
December 28, 1999
Ms. Susan Wilson
NCDENR
1641 Mail Service Center
Raleigh, NC 27699-1641
Subject: Groundwater Remediation-Alamac Knit Fabrics
Lumberton Plant
Dear Ms. Wilson:
'ATER QUALITY
Phone[phone]
Fax: [phone]
At the request of our consulting engineers, S&ME, Inc. we attach herewith the results of
groundwater testing at our Lumberton Plant.
The remediation project involves the injection of molasses into the shallow aquifer to
encourage the biological degradation of the chlorinated solvents. Groundwater is then
recovered at a rate of about 15-20 gpm and discharged to the treatment plant. Over a one -
month period we measured levels of BOD, COD, TSS, and pH. None of these
constituents were found in quantities sufficient to impact the treatment plant.
At this point we have no plans to continue monitoring this discharge unless directed to do
so by your office. Please contact me or Mr. Matt Einsmann (S&ME) if you require
additional information.
Thanks much for your assistance and guidance.
Jim Walters,`
C: Harry Harden, Daril Britt, Matt Einsmann

ALAMAC KNIT FABRICS
INTEROFFICE MEMO
From: Daril Britt
To: Jim Walters
Date: 12/22/99
Subject: S&ME Analyses
Per your direction and as requested by Mr. Matt Einsmann of S&ME, I have been running
analyses on the discharge from the ground water remediation system as it discharges into the
WWTP. The results of these analyses are as follows:
Date
BOD
COD
TSS
PH
TIME
11/9/99
1 mg/I
35 mg/I
1 mg/I
4.97
0800
11/10/99
1 mg/1
45 mg/I
2 mg/I
5.26
0835
11/11/99
1 mg/1
49 mg/1
1 mg/I
4.95
0805
11/15/99
1 mg/I
41 mg/l
1 mg/1
5.23
0840
11/16/99
1 mg/l
46 mg/I
5.17
0840
11/17/99
1 mg/I
47 mg/I
5.20
0835
11/22/99
2 mg/I
52 mg/1
1 mg/I
5.08
0840
11/23/99
2 mg/1
51 mg/1
5.17
0855
11/24/99
2 mg/1
69 mg/I
5.13
0840
11/29/99
2 mg/I
65 mg/I
1 mg/1
4.83
0830
11/30/99
3 mg/1
69 mg/I
-
4.97
0830
12/1/99
2 mg/1
77 mg/1
4.80
0745
12/7/99
4 mg/1
56 mg/I
2 mg/I
5.00
0840
12/9/99
65 mg/1
5.16
0835
12/14/99
4 mg/l
69 mg/I
3 mg/1
5.03
0825
12/15/99
7 mg/1
68 m
-
5.07
0830
= 57Q
No further analyses will be conducted unl s requested by you.
Please advise
if you require
further information or if I can be of any assistance.
c: Jeff Musselwhite

99hE INC.,,RFILEIG•H
ID:919-790-9827
I
' FAX TRANSMITTAL
COVER SHEET
URGENT'rRANSMISSION
Please Fcnxard Immediately
pp TAL
TFSTI rNaIC!! '
TO: Charles Weaver
FIRM: NCDENR
LOOATIGN: Raleigh, NO
FAX NUF; iBER: 919 733-0 .19
FROM: Matt Einsmann
DATE: 9/30199 TIME 9128 AM A.M.
RETURN FAX NUMBER: [phone]
NUM13ERc OF PAGES INCLUDING COVER SHECT: 2
(If all pagas not r000lved, call [phone])
0
COMMENTS:
Charles,
SEP 30'99 9:24 No.001 P.01
$&ME, Inc.
3100 Spring Forest Road
Raleigh, North Carolina 27604
[phone]
Fax (919) T90.0827
As discussed on the phone earlier today, attached find the Fayetteville Offce's approval of the corrective actions
at the Alamac Knit facility in Lumberton, GbnstrUCtion of the remediation system should be cotnploto within the
next couple of weeks and we would like to begin operation as soon as construction is finished. As thcsc corrxtivo
actions rely on discharge of the recovered groundwater to the on -site W WTP, we may require approval of the
discharge from your office prior to initiating corrective actions.
Your uVISLance is greatly appreciated. Please call me at [phone] with any questions.
In
att Eirsmann �^
This weer sheet and tho doeumonte accompanying this tslcoopy transmission oontain informabon from SAME, Inc-. vfileh Is confidential and legally
privileged. The Information is Intended only for the use of the Individual or entity named on this transmission shael. If you are not the Intended ruclplent,
you are horaby notified that any d,sslosufe, Copying, distribalion or the taking of any action In reliance on these dewments is strictly prohibited.
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IGH ID:919-790-9827 SEP 30'99 9:24 No.001 P.02
NORTH CAROLINA DEPARTMENT OF
VNVIRONMENT AND NATURAL RESOURCES
DIVIRION OF WATER QUALITY
August 16, 1999
Mr. Tony Lieberman
S&ME
P.O. Box 58069
Raleigh, NC 27638-809
SUB]Wr: Dyrersburg Corporation
Alamao Knit Fabrics, Inc.
Lumbeeton Robeson County
Dear Mr, Lieberman:
As requested, the Division has reviewed the Water Quality Monitoring Plan for the
subject facility. You: have the Division's approval to implement the corrective
actions and monitoring plan as proposed.
If you need additional information or clarification, pleaso contact mo at (910) 486-
1541.
Sincerely
Stephen . Barnhardt
Regional Groundwater Supervisor
c: Jim Walters
Eddie Lanier
F.O. BOX P014118r RALEIAH, NORTH CAROLINA 3762R-0599
PHONSOIO-777.7019 FAX DIR-772•3A09
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DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0004618#1 ALAMAC KNIT FABRICS, Inc.
Facility Information
Applicant/Facility Name:
WestPoint Stevens, Inc./ Alamac/ Lumberton WWTP
Applicant Address:
P.O. Box 1347, Lumberton, NC 28359
Facility Address:
1885 Alamac Road
Permitted Flow
2.5 MGD
Type of Waste:
100 % Industrial
Facility/Permit Status:
Renewal
County:
Robeson
Miscellaneous
Receiving Stream:
Lumber River
(001)
Jacob Swamp
(002)
Regional Office:
FRO
Stream Classification:
C Sw HQW
(001)
SI: 14-13
C-Sw (002)
SI: 14-17
Quad
I22SE
SW Lumberton Quad
303(d) Listed?:
Yes - Hg/Fish
Advisory
Permit Writer:
S. Wilson
Subbasin:
030751
Date:
September 25, 2000
Drainage Area (mi2):
712 (Lumber
River)
j
Summer 7 10 (cfs)
128
30Q2 (cfs):
Average Flow (cfs):
1 853
IWC ( 0):
2.9
Prim SIC Code:
2211
SUMMARY
Alamac Knit Fabrics discharges process water from apparel fabric production into the Lumber
River via Outfall 001. Domestic wastewater is routed to the City of Lumberton. Filter
backwash from water treatment is discharged intermittently from Outfall 002 into Jacob's
Swamp in the Lumber River Basin.
The facility recently requested that treated groundwater (from an onsite groundwater
remediation system) be discharged into the process wastewater treatment plant. A4&Riac at
first thought that in situ remediation woWAJ�e-f�a( iblr and r dischargtwWld jW nedeggkEF
Alamac Knit Fabrics has not requested any increase in limits with this renewal (although
production levels have changed). Dissolved oxygen values have been recorded at less than 5
mg/1 (and ambient stations in this subbasin have had DO values less than 5 mg/1). It has not
been determined if this is a natural occurrence for this part of the Lumber or if the impact is
due to point and nonpoint sources.
This facility was designated as a Class III facility in the previous permit. Flow is still permitted
at 2.5 MGD and this Unit assumes this classification will remain (and the permit has been
drafted with monitoring frequencies for a Class III facility).
TOXICITY TESTING:
Current Requirement: Chronic P/F @ 3.2%, based on the flow of 2.5 MGD (also recommended
with renewal)
Alamac has passed its whole effluent toxicity testing requirement since at least 1996.
COMPLIANCE SUMMARY: BASED ON THE PREVIOUS 2 YEARS
WestPoint Stevens/ Wagrwn WWTF
NPDES Renewal
Page i

Alamac Knit Fabrics has had no limit excursions during the past 2 years (this is based on
computer download only) and appears to be welt undevits permitted flow of 2.5 MGD.
The facility also appears to be well under its guideline limits.
INSTREAM MONITORING:
Alamac Knit monitors instream for temperature, DO, and conductivity, pH [Lumber River] and
turbidity [Jacob Swmap]. There have been some instances of dissolved oxygen levels reported
below the WQ standard of 5 mg/l during the summer months. Ambient stations in this
subbasin have had DO values less than the water quality standard and it is still being studied
as to if this is the result of natural conditions or is the result of the discharges in the subbasin
(along with any nonpoint source impacts).
Almac h$5 not a9hed form increase lrt oagfftn consiataIng URURNand en
PROPOSED CHANGES:
A comparison of current permitted values, actual reported values, and newly calculated values
based on production numbers provided in the permit renewal application were performed and
are listed below. Actual values have been well below current permitted requirements.
Therefore, no changes to permit limits are proposed with the draft permit.
A reasonable potential analysis was conducted on iron, copper, zinc, as well as the effluent
guideline required parameters of chromium, phenols, and sulfides. Based on these analyses,
monitoring for iron will be eliminated. Monitoring/hmit for sulfides and chromium will be
reduced to quarterly (these cannot be eliminated because of the effluent guideline requirement).
Copper and zinc monitoring will be reduced to quarterly due to the exemplary toxicity
compliance record and as a result of the lack of potential to exceed the allowable level.
Parameter
(lbs/day)
Total chromium
Ni ketc�l ptg{l}—
Current
Permit
Appx. Actual Values
I
Calculated Values*
Daily Max.
Monthly
Av
Daily Max.
Monthly
Avg.
Daily
Max.
Monthly
Avg.
3 �Ob 319
tS3 887
356
4448
2224
17,289
10,902
36,352
18,176
3W
2085
637
9440
4720
2S
(2.1
<DL
<DL
92.8
46.4
3
lZ•'%
11
ibs/day
6.4
68 ug/I
2.43
lbs/day
46.4
Ibs/day
21 ug/I
(wkly avg)
23.2
Ibs/da
AA
<DL
<DL
46.4
23.2
av)
94 ug/1
(wkl av
120
83
129
1
1 160
• Calculated values are based on production nos. supplied in the permit rene application
(and appropriate effluent guidelines), as well as 7QIOs & 30Q2 for the Lumber River (and
standard procedure for toxicants).
WestPoint Stevens/ Wagram WWTF
NPDES Renewal
Page 2

Proposed requirements for renewal:
Parameter
Limit?
Renewal
Daily Max
Monthly
Avig.
BOD5 (lbs/da
Limit
2611
1306
COD (lbs/da)
Limit
33,332
16,666
TSS (lbs/da)
Limit
5115
2558
Sulfides
lbs/da
Qtrly limit
49
24
Phenols
(lbs/day)
a N
20 ug/1
0.75
Ibs/day
Total chromium
(lbs/da )
Qtrly limit
24
12
Nickel (u )
Drop
Copper (ug/1)
Monitor,
-2knvnttr
Zinc (ug/l)
Monitor,
I(zN�V.Z�
Previous review of mew ry ata for this facility did not indicat�b�er tl
problem, so no limits for mercury will be given with this renew Y
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: 10/ 18/00
Permit Scheduled to Issue: 12/00
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Susan Wilson at [phone] ext. 510.
REGIONAL OFFICE COMMENT:
NAME: DATE:
WestPoint Stevens/ Wagram WWTF
NPDES Renewal
Page 3

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OLGINNi?iG INV17 IORY
REVALUATION
INPL'F.
TRANSFERS FRM PIECE DYE
TRANSFERS FR'k1 GRF.IGEINY
DIY STD PIECE DYF ADJ
TOTAL IYPLT
TOTAL AVAILABLE
OUTPUT:
ISTQ ADP FINLSUING PROD.
ISTQ FFS S6CONDB,OFF QUAI.,WASTE
SA_MN.E DFPARTWWr SAMPLES
Slf1P44RNTTOD PERVHURa ih'•
VARIANCE.
TOTAL OUTPUT
DP END. PYVENTORY
RESINATP.D LA.S IN PROCESS
CUS'IOAIER RETURNS NOT ON DP
SHIPMRNI TO DYESIPURG • •'•
TOTAL END, INVbN117RY
LUMBERTON PLANT
DYCING AND FINISHING PRODUCTION, INCLUDING WASTE AND OFF-GIJAIJTY
FY 2000
OCT •90 NOV '90 DEC '99 JAN '00 FEB '00 MAR 'OD APR TO MAY '00 JUN '00 JUL '00 AUG 'W SEP '00 1 TOTAL
0
0
0
2.00,395 2,167.785 2,222.374 1,906,006 2.309,627 2510519 1.975.182 2,239A5& 2.567.839 1,494.559 1,924301 2,291.830 125,89T,573
0
0
0
0
0
0
2,707.319 2,653.193 2.689,345 2,235,719 2AD3,966 3,166,900 2,404,609 2,6W.641 3,036.629 1.833,118 2.187.429 2,748,853 31.158.720
15.087 178,298 245,062 181,649 228,554 201,412 217,283 306,068 158,201 183,933 246,028 2.572,425
4944 4532 2,908 2,220 2.368 4,614 3,231 1,882 3,059 2,054 1,015 5,688 37.575
0
0
0
0
0
0
0
0
6,057,D24 5,DD3,808 5,159,689 4.325,594 5,342.515,OSB 5 003 4.594.434 5,150,862 5,912,%5 3,487.932 4,294,738 5,292.399 59,666,593
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Dyersburg Corp ration
DYERSBURG • ALAMAC • UNITED KNITTING
1865 Alamac Road
Lumberton, NC 28358
James H. Walters Phone: [phone]
Director of Environmental Affairs Fax: [phone]
May 21, 1999
Mr. Charles H. Weaver, Jr.
NC DENR/DWQ/NPDES
P.O. Box 29535
Raleigh, NC 27626-0535
Subject: NPDES Permit Renewal
NC0004618
Attached herewith you will find a completed application package for the renewal of
NPDES Permit NC0004618 issued to Alamac Knit Fabrics, Inc. In accordance with your
instructions we have included an original and two copies. Supporting documentation
includes the sludge management plan, production data covering the last three years and a
Priority Pollutant Analysis for April 1999. Operations at the facility remain essentially
unchanged since issue of the existing permit.
This permit is scheduled to expire November 30, 1999 and in accordance with the 180-
day rule, we hereby request renewal of NPDES Permit NC0004618.
Please contact me at the above listed number should you have questions regarding this
package.
u1+� ��T
im Walters
C: Harry Harden, Roger Bailey, Mark Cabral, Daril Britt
M AV 2 2 1�99
OENR -
PC`•N�

Sludge Management Program
Alamac Knit Fabrics, Inc., Lumberton Plant
The wastewater treatment plant generates approximately 3000 pounds of bio-solids
residue each day. This material is removed from the system via a belt press at a solids
level of about 15%. The cake is then loaded by conveyor onto spreader trucks owned and
operated by Alamac. All of the residue is disposed of on farmland in Robeson County
under permit WQ0010563 held by Alamac Knit Fabrics, Inc. Currently Alamac employs
three operators certified in land application of bio-solids residue.