NC0006190_Permit Issuance_20130325

NPDES DOCUMENT :;CANNING COVER SHEET
NPDES Permit:
NC0006190
Maiden Plant WWTP
Document Type:
_ L
Permit Issuance-,
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 25, 2013
This document in printed on reune paper - ;more any
content on the re-werse side

4
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Govemor Director Secretary
March 25, 2013
Mr. Steve Slaughter, Plant Manager
Delta Apparel, Inc.
P.O. Box 37
100 W. Pine Street
Maiden, North Carolina 28650
Subject: Issuance of NPDES Permit NC0006190
Delta Apparel — Maiden Plant
Catawba County
Facility Class III
Dear Mr. Slaughter:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of.Agreement between North Carolina and the U.S. Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
Please note that the receiving stream, Clark Creek, is listed as an impaired waterbody on the 2012 North
Carolina 303(d) Impaired Waters List. Impairment is for ecological/biological integrity benthos.
Addressing impaired waters is a high priority with the Division, and instream data will continue to be
evaluated. If there is noncompliance with permitted effluent limits and stream impairment can be
attributed to your facility, then mitigative measures may be required.
The final permit contains the following significant changes from your current permit:
• Using production numbers during the past five years, the COD technology based effluent
guildeline limitations were changed to a daily maximum of 5604 lbs/day and a monthly
average of 2802 lbs/day.
• Monitoring for copper and zinc were reduced to quarterly sampling in conjunction with
toxicity testing based on the NPDES Monitoring Frequency memo issued July 2010. Instream
sampling for copper was reduced to quarterly as well.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwateraualitv.orq
An Equal Opportunity l Affirmative Action Employer
None Carolina
/%7atura11ji

Page 2 of 2
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Julie Grzyb by email
([e-mail]) or phone at [phone].
Sincerely,
go/Charles Wakild P.E.
Enclosure: NPDES Permit NC0006190
cc: NPDES Unit
Central Files
Mooresville Regional Office / Surface Water Protection Section
e-copy:
EPA Region IV
ESS/ Aquatic Toxicity Unit, Susan Meadows
Charles D. Blackwell, President/Environmental Consultant, AWT, Inc.

Permit No. NC0006190
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Delta Apparel, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Maiden Plant
100 West Pine Street
Maiden, North Carolina
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, and
III hereof.
The permit shall become effective May 1, 2013.
This permit and the authorization to discharge shall expire at midnight on May 31, 2016.
Signed this day March 25, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC000619O
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit issuance, any previously issued permit bearing this
number is no longer effective. Therefore, the exclusive authority to operate and discharge
from this facility arises under the permit conditions, requirements, terms, and 'provisions
included herein.
Delta Apparel, Inc.
is hereby authorized to:
1. Continue to operate an existing wastewater treatment facility located at Delta
Apparel, Inc., 100 West Pine Street, Maiden, Catawba County, and consisting of the
following treatment components:
• heat exchanger
■ manual bar screen
■ dual aeration basins with mechanical aerators (1.25 Million gallons each)
• dual secondary clarifiers
• post aeration (84,000 gallons)
• parshall flume with recording flow meter
■ aerated sludge storage lagoon
2. Discharge treated process wastewater from said treatment works (via Outfall 001)
into Clark Creek, a Class C water in the Catawba River Basin, at the location
specified on the attached map.

Discharge Location
Outfall 001
Latitude: 35034'38" USGS Quad #:
Longitude: 81013'14" E14SW
Facility Location
SCALEN
1:24,000
(1". 2000')
Delta Apparel, Inc.
NC0006190
Receiving Stream:
Stream Classification:
River Basin:
Sub -Basin / 8-Digit HUC:
County:
Clark Creek
C
Catawba
03-08-35 / 03050102
Catawba

Permit No. NC0006190
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until permit expiration, the Permittee is
authorized to discharge treated process wastewater from Outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
”'' ' , -, ' "
MONITORING REQUIREMENTS
EFFLUENT LIMITATIONS
' Monthly Average `
Daily Maxiiriurn
Measurement" .
Frequency
Sample Type
Sample Location `.
Flow
1.1 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day, 20°C
162 pounds/day
325 pounds/day
3/Week
Composite
Effluent
COD
2802 pounds/day
5604 pounds/day
Weekly
Composite
Effluent
Total Suspended Solids
785 pounds/day
1853 pounds/day
3/Week
Composite
Effluent
NH3 as N
-3.0 mg/L
15.0 mg/L
3/Week
Composite
Effluent
Sulfide
8.0 pounds/day
16.0 pounds/day
Weekly
Grab
Effluent
Phenols
4.0 pounds/day
8.0 pounds/day
Weekly
Grab
Effluent
Total Chromium
402 pg/L
Weekly
Composite
Effluent
pH
6.0 < pH < 9.0
3/Week
Grab
Effluent
Dissolved Oxygen2
3/Week
Grab
Effluent
Temperature
3/Week
Grab
Effluent
Conductivity
3/Week
Grab
Effluent
Total Copper
Quarterly
Composite
Effluent
Total Zinc
Quarterly
Composite
Effluent
Chloride
Quarterly
Composite
Effluent
Sulfates
Quarterly
Composite
Effluent
Total Nitrogen
(NO2+NO3+TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity3
Quarterly
Composite
Effluent
Color;
549 ADMI
Weekly
Composite
Influent and Effluent
Color (April - October)
Weekly
Grab
Upstream & Downstream
Total Copper (April - October)
Quarterly
Grab
Upstream & Downstream
Dissolved Oxygen
3/Week5
Grab
Upstream & Downstream
Temperature
3/Week5
Grab
Upstream & Downstream
Conductivity
3/Week5
Grab
Upstream & Downstream
Notes:
1. Sample locations: Upstream = at NCSR 2007. Downstream = at NCSR 1274.
2. The daily effluent dissolved oxygen concentration shall not be less than 5.0 mg/L.
3. Chronic Toxicity (Ceriodaphnia) at 12%; March, June, September, December;
refer to Special Condition A (2) and A (3).
4. Refer to Special Condition A (4) for a complete explanation of effluent color limits and color
requirements.
5. Instream samples shall be collected 3/Week (June -September) and 1/Week (October -May).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0006196
SUPPLEMENT TO EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A (2). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) •
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 12%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions using the following effluent concentrations: 48%, 24%, 12%, 6%, and 3%. 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. If reporting pass/fail
results using the parameter code TGP3B, DWQ Form AT-1 (original) is sent to the below address. If
reporting Chronic Value results using the parameter code THP3B, DWQ Form AT-3 (original) is to be
sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section 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 Section 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.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such
monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT
Forms submitted.

Permit No. NC0006190
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.
A (3). TOXICITY IDENTIFICATION EVALUATION (TIE)
Should any whole effluent toxicity test produce a chronic value less than 12%, the permittee will
undertake toxicity identification evaluations (TIEs) using the procedures described in Toxicity
Identzjlcation Evaluation: Characterization of Chronically Toxic Effluents, Phase I, EPA/600/6-91/005F,
May 1992 or similar methods. A final report will be generated and submitted to the address below no
later than 60 days following the initial test producing a chronic value less than 12%. The primary
objective of the TIE activity will be to confirm or rule out polymer as the source of toxicity. The report
detailing findings of the TIE is to be sent to the following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
A (4). COLOR PERMITTING REQUIREMENTS
Color Monitoring. The permittee will conduct color monitoring of instream stations (upstream,
downstream) on a weekly basis during each summer season (April -October). The permittee will record
whether a color plume was observed around the outfall pipe during the weekly instream sampling
events, and include that information on the monthly discharge monitoring report. Influent and effluent
samples will be collected weekly for color on a year-round basis. Color samples will be analyzed for
ADMI color at natural pH. Effluent/influent samples will consist of 24-hour composites, while instream
samples will be collected as grab samples. Samples will be analyzed by a state certified laboratory. The
influent monitoring station will need to be located prior to polymer addition.
Color Reopener. If data show that water quality standards for color are being violated by the
discharge permitted by the terms of this permit, then the Director may reopen this permit for the
purpose of imposing additional requirements pursuant to 15A NCAC 2H.0114. Alternatively, if future
conditions change and color is no longer a component of the influent wastestream, then the permittee
may request a permit modification to remove color permit requirements.

Hickory Daily Record
Advertising Affidavit
PO Box 968
Hickory, NC 28603
NC-DENR-WATER
CHRISTIE JACKSON
1617 MAIL SERVICE CTR
RALEIGH, NC 27699-1617
Account Number
3163609
Date
January 17, 2013
Date Category
Description
Ad Number Ad Size
01/23/2013
Legal Notices
Public Notice
North Carolina Environmental Management
Commission/NPDES Unit
1617 Mall Service Center
Raleigh. NC 27699-1617
Notice of Intent to Issue a NPDES Wastewater
Permit
The North Carolina Environmental Management
Commission proposes to issue a NPDES wastewa-
ter discharge permit to the person(s) fisted below.
Written comments regarding the proposed permit
will be accepted until 30 days after the publish
date of this notice. The Director of the NC Division
of Water Quality (DWQ) may hold a pubtic hearing
should there be a significant degree of public in-
terest. Please mall comments and/or information
requests to DWQ at the above address. Interested
persons mayvisit the DWQ at 512 N. Salisbury
Street, Raleigh. NC to review Information on file.
Additional Information on NPDES permits and this
notice may be found on our website: http✓/portal.
ncdenr.org/web/wq/swp/ps/npdes/calendar, or
by calling [phone]. Delta Apparel. Inc. re-
quested renewal of permit NC0006190 for the
Maiden Plant in Catawba County: this permitted
discharge is treated process wastewater to Clark
Creek, Catawba River Basin.
PUBLISH: January 17, 2013
Public Notice North Carolina Environmental Managemen
0002882268
Publisher of
Hickory Daily Record
Catawba County
1 x 33 L
Before the undersigned, a Notary Public of Catawba County, North
Carolina, duly commissioned, qualified, and authorized by law to
administer oaths, in said County and State; that he/she is authorized to
make this affidavit and sworn statement; that the notice or other legal
advertisement, a copy of which is attached hereto, was published in the
Hickory Daily Record on the following dates:
01/17/2013
and that the said newspaper in which such notice, or legal advertisement
was published, was a newspaper meeting all the requirements and
qualifications of Section 1-597 of the General Statutes of North Carolina.
Assistant Bookkeeper
Newspaper reference: 0002882268
THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THAI4If, A C0'
trrrirtt't�'�
Sworn to and subscribed before me, this day of 2013
1 CKUVA
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My Commission expires: aka a-o j a p V
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NCDENR / DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Delta Apparel, Inc.
NPDES No. NC0006190
Facility Information
Facility Name:
Delta Apparel's Maiden Plant, 100 West Pine St., Maiden, NC 28650
Permitted Flow, MGD:
1.1
County:
Catawba
Facility Class:
III
Regional Office:
Mooresville
Facility Status:
Existing
USGS Topo Quad:
EI4SW (Maiden NC)
Permit Status:
Major Renewal
Permit writer:
Julie Grzyb
Stream Characteristics
Receiving Stream:
Clark Creek
Basin:
Catawba River Basin
Subbasin/ 8 Digit HUC:
030835 / 03050102
Drainage Area (mi2):
66.00
Stream Index No.:
11-129-5-(0.3)
Summer 7Q10 (cfs)
12
Stream Class:
C
Winter 7Q10 (cfs):
25.5
303(d) Listed:
YES — benthos
30Q2 (cfs):
34
305(b) Status:
Average Flow (cfs):
78.00
Use Support:
Impaired
IWC (%):
12 % at 1.1 MGD
BACKGROUND
This is a permit renewal for Delta Apparel, Inc., a major industrial textile facility which knits, dyes, and
manufactures cotton t-shirts. A major permit modification was issued to Delta Apparel in June 2009 as a
result of the permittee's request to expand the flow from 1.0 MGD to 1.1 MGD based on . an actual
production rate of 82,250 lbs/day. Since the permit modification, the discharge flow has ranged from
0.004 MGD to 1.3 MGD with an average flow of 0.87 MGD. The production rate has varied between
25,312,200 Ibs/cloth/yr to 32,877,000 lbs/cloth/yr with an average of 82,005 lbs/cloth/day. Operations
generally function 7 days a week, 24 hours a day. The facility discharges 100% process wastewater,
while all domestic wastewater is treated at the Town of Maiden WWTP. Sludge is land applied under
permit WQ0006984.
This facility was originally permitted in the 1970's and operated as Duckhead Apparel. A 1992 ATC
authorized relocation of its discharge point from Shady Branch to Clark Creek. Based on planned
production increases the permit was modified in January 1998 to allow expansion from 1.0 to 1.5 MGD
after receiving an ATC. The permit was modified in 2000 to change the name from Delta Mills Inc to
Delta Apparel Inc. A permit renewal was issued in 2002 and the Effluent Limitations and Monitoring
Page for 1.5 MGD was removed maintaining the permitted flow at 1.0 MGD since the facility was able to
expand production without the need for additional flow due to water conservation and reuse.
The 2002 permit was contested by Delta Apparel primarily due to concerns associated with the effluent
color limitations. After reaching a settlement agreement with DWQ on 8/27/2004, Delta Apparel
implemented a color reducing technology and achieved significant color reductions during 2004-2005. A
second color reducing technology was stipulated in the 2005 permit modification and permitted flow was
maintained at 1.0 MGD. The permit was last renewed in 2006 and than modified in 2009 to allow for an
increased discharge from 1.0 MGD to1.1 MGD.

NPDES PERMIT FACT SHEET Delta Apparel, Inc.
Page 2
NPDES No. NC0006 190
The wastewater treatment plant at Delta consists of two 1.25 million gallon aeration basins which
currently receive approximately 0.5 MGD each having 60 hours retention. Polymer for color removal is
added to the flow leaving the basins which enters into dual clarifiers to settle solids. A flocculation agent
is added to the center -well of each 80,000 gallon clarifier. After clarification the wastestream flows
through a chlorine contact tank which is no longer in use and then into an 84,000 gallon post aeration
basin. Solids that settle and thicken are wasted to a sludge storage lagoon which has a capacity of 1.8
MGD.
Treated wastewaters from the clarifiers discharge to a parshall flume with an ISCO flow recorder and a
refrigerated composite sampler. The effluent is discharged through a 7,500-foot gravity line to Clark
Creek, approximately 100-ft above the Town of Maiden's discharge point, and several miles below the
Town of Newton's discharge. Clark Creek flows into South Fork Catawba River, then into Lake Wylie.
Most of Clark Creek is considered impaired. The subject stream segment is Class C, and listed in the
2012 303(d) list as biologically impaired. Causes of the impairement are listed as unknown.
TABLE 1
Discharge
Parameter
Existing Permit
Limit
Avg. Value
2009-2012 data
Max Value
2009-2012 data
Flow
1.1 MGD
0.87 MGD
1.3 MGD-
BOD5
162 lbs
17.5 lbs/day
121.5 lbs/day
TSS
785 lbs
98 lbs/day
850 lbs/day
COD
2900 lbs
1795 lbs/day
9849 lbs/day
NH3-N
3 mg/L
0.14 mg/L
1.1 mg/L
Sulfide
8 lbs/day
0.76 lbs/day
2.13 lbs/day
Phenols
4 lbs/day
0.272 lbs/day
31 lbs/day
Chromium
402 ug/L max
5 ug/L
5.2 ug/L
Dissolved Oxygen
Min 5.0 mg/L
7.3 mg/L
5.9 mg/L min. value
Total Phosphorus
4.53 mg/L
12.3 mg/L
Total Nitrogen
11.24 mg/L
24.5 mg/L
Color, ADMI
549 su
501 CU
778 CU
Chronic Toxicity
>12%
20 Pass tests >15.6%, one Fail at < 6%
BASED ON DELTA APPAREL DMR EFFLUENT DATA 1/2009 — 1/2012
INSTREAM MONITORING AND COMPLIANCE SUMMARY
The facility is required to conduct self -monitoring at one location upstream of the discharge and one
location downstream of the discharge. The instream self -monitoring includes: temperature, conductivity,
dissolved oxygen, total copper and color.
An analysis of instream samples for DO, temperature and conductivity for the past three summers (2010-
2012) showed one downstream DO sample at 3.8 mg/L in Aug. 2012 and one at 4 mg/L in July 2012.
These two samples were below the daily average DO water quality standard of 5 mg/L. All other
instream DO samples were greater than 5 mg/L. It can not be concluded that Delta is the cause of these
instream violations since the Town of Maiden and Newton discharge to Clark Creek as well. See
upstream and downstream data in Table 2 attached.
The Level B model analysis conducted in 1997 predicted an increase to 300 lbs/day BOD5 would not
impact the DO downstream of the outfall. For the years 2009 through 2012, Delta Apparel's effluent
levels for BOD5 have been well below the permit limit of 162 lbs/day (monthly avg.) with a calculated
mean of 17.5 lbs/day and a three year maximum value of 121.5 lbs/day — well below the WLA. The
Page 2
Version: March 18, 2013

NPDES PERMIT FACT SHEET Delta Apparel, Inc.
Page 3 NPDES No. NC0006 190
mean concentration for NH3-N was 0.14 mg/L which is also well below the facility's permit limit of 3
mg/L. Effluent D.O. has averaged at 7.3 mg/L.
Discharge Monitoring Reports have been reviewed for the period January 2007 through October 2012.
During the review period, Notices of Violation have been issued based on the following date and
parameter violations: June 2012 — WET test, August 2009 — COD, April 2009 — COD, November 2008 —
Flow, October 2008 — Flow, September 2008 — Flow, August 2008 — Flow, April 2008 — Flow, May
2008- Flow. Note that the facility requested and received a permit modification for a flow expansion,
effective July 1, 2009.
The Mooresville Regional staff performed a routine compliance inspection of the Delta Mills — Maiden
Plant on 1/26/10. The staff report gave a Facility Evaluation Rating of very reliable and listed the
compliance status as compliant.
As a follow-up to a citizen's complant about color in Clark's Creek, Regional staff split an effluent color
sample with Delta Mills on 1/12/2011 and 9/14/2011. It was discovered that the laboratory was not
calculating the color units correctly. Attached is Table 3 with the monthly average Effluent Color Data
showing the recalculations that the facility was requested to go back and correct between 4/7/11 and
3/15/12. The corrections showed that the facility violated its color permit limit on 8 occassions in 2011,
with no violations in 2012.
REASONABLE POTENTIAL ANALYSIS
Reasonable potential analyses were conducted for Chromium, Copper, Zinc, Chloride and Total Phenolic
Compounds (see RPA attached). Based on reasonable potential analysis of chromium data, there is no
reasonable potential to exceed the in -stream chromium water quality standard. However, since the WQ-
based limit is more stringent than the corresponding effluent guideline limit, the WQ-based chromium
limit of 402 ug/L will be maintained in the permit.
Copper, Zinc and Chloride, all exhibit some reasonable potential to violate Action Level standards.
Since Action Level standards are reviewed in conjunction with toxicity testing, it is recommended that
monitoring be continued for all three parameters as part of its NPDES permit at a quarterly frequency.
Should the presence of these pollutants in the effluent be identified as causative factors of whole effluent
toxicity, limitations will be determined.
Federal Effluent Guideline Limits (EGLs).
The facility is a textile knit fabric dye and bleaching operation which is subject to 40 CFR 410 Subpart E
- Knit Fabric Finishing Subcategory, as a simple manufacturing operation. Although 40 CFR 410 allows
for increases in EGLs based on the actual production, the Division has elected to freeze the EGL limits
for BOD, TSS, Sulfide, and Phenols due to the impaired stream status and the ability of the permittee to
already meet these more stringent limits. These numbers are based on 1995-1997 production rates. See
Tables 4 & 5 on Textile Effluent Limits and Production Values. There are no Federal EGLs for color.
The current COD daily maximum limitation was based on actual production rate in 2005 of 104,510
lbs/day. On Dec. 2012 Charles Blackwell, the Environmental Consultant for Delta Apparel submitted
production hours and rates for the years 2007 through 2011 as follows:
2007 = 8448 hours Production = 32,877,000 Ibs = 93,400 Ibs/day
2008 = 8484 hours Production = 30,185,750 Ibs = 85,391 Ibs/day
2009 = 7884 hours Production = 25,312,200 Ibs = 77,054 Ibs/day
2010 = 8736 hours Production = 27,559,453 Ibs = 75,713 Ibs/day
2011 = 8616 hours Production = 28,169,677 Ibs = 78,467 Ibs/day
Avg. 82,005 Ibs/day
Page 3
Version: March 18, 2013

NPDES PERMIT FACT SHEET Delta Apparel, Inc.
Page 4 NPDES No. NC0006190
The production level of any one year is not more than 20% above the average production level, therefore,
the technology based EGL's were calculated using the highest production level of 93,400 lbs/day. All
the technology based EGLs determined were less stringent than the existing limits except for those
determined for COD.
The new COD limitations of 5,604 lbs/day (daily max) and 2802 lbs/day (monthly average) will be put in
the permit renewal. These numbers are based on a daily max and monthly avg. production number of
93,400 lbs/cloth/day established during the year of 2007.
The production based limitations for Total chromium were determined to be less stringent than the state
water quality standard.The existing water quality standard limitation was retained in the draft permit.
Water Quality -Based Effluent Limits.
The receiving stream segment is subject to water quality standards applicable to Class C freshwater
streams. Previous permits included water -quality based effluent limits for ammonia, dissolved oxygen,
and chromium. The WQ-based limits for chromium, ammonia and dissolved oxygen have been retained
in the draft renewal.
COLOR
The monthly average permit color limit of 549 ADMI units is recommended to remain in the permit
renewal.
TOXICITY TESTING
The permittee has passed 20 out of 21 WET tests with chronic values > 15.6% and one failure < 6%.
Current Requirement: Quarterly Chronic Toxicity @ 12.0% MAR, JUN, SEP, DEC
It is recommended that the current WET testing requirement be maintained.
PROPOSED CHANGES
• Change the COD effluent limitations to coincide with actual production -based
levels. The daily maximum will be reduced to 5604 lbs/day and the monthly
average to 2802 lbs/day.
• Monitoring frequencies for copper and zinc were reduced to quarterly based on
the NPDES Monitoring Frequency memo dated July 2010.
• The instream sampling for copper was reduced to quarterly.
Effluent Limitations and Monitoring Requirements for all the other parameters
remain the same.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: 01/16/13 (est.)
Permit Scheduled to Issue: 03/11/13 (est.)
State Contact
If you have any questions on any of the above information or on the attached permit, please
contact Julie Grzyb at [phone].
NAME:
DATE: �/ 8/f,3
Region staff had no additional comments.
No comments were received from US EPA Region IV.
Page 4
Version: March 18, 2013

NC0006190 Delta Apparel
TABLE 2
NC0006190
Delta Apparel
Date
Upstream Downstream
Temp. D.O. Conductivil Temp. D.O. Conductivil Flow
(°C) (mg/L) (umhos/crr (°C) (mg/L) (umhos/crr mgd
8/1/2012
8/2/2012
8/7/2012
8/8/2012
8/9/2012
8/14/2012
8/15/2012
8/16/2012
8/21/2012
8/22/2012
8/23/2012
8/28/2012
8/29/2012
8/30/2012
7/2/2012
7/3/2012
7/5/2012
7/10/2012
7/11/2012
7/12/2012
7/17/2012
7/18/2012
7/19/2012
7/24/2012
7/25/2012
7/26/2012
7/31/2012
6/5/2012
6/6/2012
6/7/2012
6/12/2012
6/13/2012
6/14/2012
6/19/2012
6/20/2012
6/21/2012
6/26/2012
6/27/2012
6/28/2012
21.6
21.5
22.7
22.1
21.7
21.1
21.7
20
20.8
20.1
19.9
20.8
21.7
21.7
21.4
22
22.1
22.9
22.6
21.2
21.8
22.6
22.4
22.4
22.2
22.1
22.1
18.1
17.3
16.8
20.5
19.5
19.7
19.5
20.3
21.4
20.9
18.3
18.7
6.9
6.2
6.8
7
7.1
7.4
7.5
7.3
7.4
6.9
7.3
7.3
6.9
7
5.9
6.7
6.9
6.1
6.7
7.1
6.5
6.8
7.2
6.9
7
6.8
4.8
7.6
7.1
7.7
7
7.2
7.6
7.5
7.3
7.2
7
7.6
7.6
135
82
152
154
162
189
197
212
137
57
132
202
76
84
95
163
214
85
92
163
105
161
195
194
205
156
203
180
61
112
93
134
168
201
205
202
181
186
204
22.1
21.6
23.5
22.8
22.2
21.8
22.5
20.8
20.9
20.2
20.6
21.6
22.5
22.6
21.9
22.4
22.5
22.9
23.1
21.7
22.3
23.3
23.1
22.9
22.5
22.8
22.8
18.6
17.1
16.8
20.8
20.4
20.3
20.2
21.2
22
21.4
19.1
19.4
6.7
3.8
6.6
6.8
6.9
6.5
6.5
6.6
7
6.4
6.9
6.9
6.7
6.6
6.1
6.6
6.8
5.6
6.4
6.8
6.4
6.4
7
6.6
7.1
6.5
4
7.2
7.2
7.7
6.7
6.9
7.1
7.3
7.1
6.9
6.7
7.3
7.5
651
930
801
891
748
909
1060
948
562
189
775
985
340
393
157
180
208
214
396
720
402
758
780
845
895
618
1050
762
12
304
317
475
452
682
749
778
229
232
178
8/2/2011 22.7 6.5 232 23.9 6.1 995
8/3/2011 23 6.4 280 23.6 6.2 1160
8/4/2011 23.7 6.4 279 24.4 6 1180
8/9/2011 23 6.4 240 23.8 6.1 992
8/10/2011 22.6 6.4 258 23.4 6.2 964
8/11/2011 23.2 6.3 296 24 6.2 1050
8/16/2011 20.2 6.9 268 20.8 6.7 977
8/17/2011 20.8 7 279 21.7 6.6 1050
8/18/2011 21.1 6.8 318 21.8 6.6 1130
8/23/2011 19.9 7 196 20.8 6.6 963
8/24/2011 19.4 7.2 239 20.3 6.6 1020
8/25/2011 20.5 6.9 310 21.6 7 1050
8/30/2011 20.8 6.9 215 21.5 6.6 1020
8/31/2011 20.5 6.7 284 21.4 6.6 1390
7/5/2011 21.5 6.3 137 21.9 5.7 123
7/6/2011 21.8 6.5 226 22.7 6.1 230
7/7/2011 21.8 6.6 202 22.8 6.3 224
7/12/2011 23.7 6.2 712 24.5 5.9 211
7/13/2011 23.4 6.3 241 24.3 5.9 851
7/14/2011 23.3 6.2 1420 23.8 5.9 560
7/19/2011 21.7 6.6 234 22.6 6.3 844
Page 1

NC0006190 Delta Apparel
7/20/2001 22.7 6.4 278 23.7 6.1 925
7/21/2011 23.6 6.4 228 24.6 6.2 961
7/26/2011 23 6.3 162 23.8 6.1 660
7/27/2011 23.2 6.4 211 24.2 6.1 864
7/28/2011 23.3 6.4 287 24.2 6.2 1240
6/1/2011 21 6.8 182 22.2 6.4 607
6/2/2011 21.9 6.6 243 23.1 6.2 837
6/7/2011 20.2 6.8 241 21.4 6.5 929
6/8/2011 21.2 6.7 244 22.3 6.2 1040
6/9/2011 21 6.7 245 22.3 6.3 1060
6/14/2011 20.2 6.9 202 21.2 6.6 656
6/15/2011 18.1 7.1 206 19.3 6.8 761
6/16/2011 18.8 7.2 216 19.7 6.9 894
6/21/2011 20.6 6.8 183 21.6 6.4 883
6/22/2011 21.4 6.6 111 22.5 6.2 923
6/23/2011 21.6 6.5 257 22.5 6.2 1110
6/28/2011 21.3 6.7 296 22.4 6.1 1220
6/29/2011 21.7 6.3 143 22.2 5.9 605
6/30/2011 20.3 6.9 228 21.5 6.4 1120
8/3/2010 21.3 6.9 203 22.2 6.6 617
8/4/2010 22.5 6.6 218 23.6 6.4 647
8/5/2010 23.3 6.5 232 24.3 6.3 596
8/10/2010 22.7 6.6 204 23.6 6.4 709
8/11/2010 23.5 6.4 181 24.5 6.2 663
8/12/2010 24 6.3 218 24.9 6.1 675
8/17/2010 23.2 6.4 211 24.2 6.2 776
8/18/2010 23.6 6.2 233 24.7 6.1 834
8/19/2010 23.3 6.3 117 24.3 6.1 667
8/24/2010 21.3 6.7 201 22.2 6.5 777
8/25/2010 21.6 6.8 183 22.1 6.6 652
8/26/2010 21.3 6.8 212 22.1 6.5 730
8/31/2010 20.6 6.8 248 21.3 6.7 897
7/1/2010 21 6.8 195 22.1 6.6 587
7/6/2010 19.7 7.1 199 20.7 6.7 587
7/7/2010 20.3 6.9 212 21.2 6.6 592
7/8/2010 21.3 6.7 239 22.3 6.5 700
7/13/2010 22.5 6.2 107 23.6 6 294
7/14/2010 22.1 6.5 180 23 6.2 404
7/15/2010 21.9 6.6 194 23 6.3 586
7/20/2010 22.5 6.5 161 23.4 6.2 458
7/21/2010 22.7 6.3 137 23.6 6.1 359
7/22/2010 23.1 6.5 210 24 6.3 499
7/27/2010 23.5 6.5 125 24.5 6.1 504
7/28/2010 23.1 6.4 191 24.1 6.3 545
7/29/2010 22.8 6.6 192 23.8 6.4 548
6/1/2010 19 6.7 126 19.8 6.5 275
6/2/2010 18.9 6.9 144 19.8 6.6 327
6/3/2010 19.6 6.8 149 20.6 6.6 380
6/8/2010 18.5 7 151 19.4 6.7 443
6/9/2010 19.2 7 177 20.2 6.8 427
6/10/2010 19.8 6.9 186 20.8 6.7 419
6/15/2010 20.7 6.6 184 22 6.3 461
6/16/2010 21.8 6.3 146 22.4 6.1 358
6/17/2010 21.1 6.7 184 22.1 6.4 410
6/22/2010 21 6.7 168 22.2 6.3 484
6/23/2010 21.7 6.6 209 22.9 6.2 562
6/24/2010 22.8 6 142 23 5.9 321
6/29/2010 22.8 5.9 126 23.6 6.1 595
6/30/2010 22.5 6.4 192 23.5 6.2 562
Page 2

Table 3. Delta Mills Effluent
Color
Limit
549 ADMI
Month
Jan. 07
Feb. 07
Effluent
ADMI Color
(monthly avg.)
162
98
Month
Sept. 12
Effluent
ADMI Color
(monthly avg.)
423
Limit
549 ADMI
Aug. 12
359
Mar. 07
100
July.12
383
Apr. 07
143
Jun. 12
297
May. 07
129
May. 12
370
Jun. 07
188
Apr. 12
286
July.07
219
Mar. 12
339
Aug. 07
196
Feb. 12
385
Sept. 07
218
Jan. 12
449
Oct. 07
158
Dec. 11
426
Nov. 07
154
Nov. 11
566
Dec. 07
179
Oct. 11
572
Red numbers
Calculations using
submitted 5!
are_ revised
corrected
data
Jan. 08
301
Sept. 11
734
Feb. 08
269
Aug. 11
673
Mar. 08
237
July.11
732
Apr. 08
315
Jun. 11
572
May: 08
349
May. 11
678
Jun. 08
279
Apr. 11
778
July.08
354
Mar. 11
incorrectly calc.
Aug. 08
245
Feb. 11
incorrectly calc.
Sept. 08
327
Jan. 11
incorrectly calc.
Oct. 08
294
Dec. 10
incorrectly calc.
Nov. 08
235
Nov. 10
incorrectly calc.
Dec. 08
319
Oct. 10
incorrectly calc.
Sept. 10
incorrectly calc.
Mean
228
Mean
501
No violations 2007 or 2008
8 violations in 2011
however, the error in the
color calculations was not
discovered till 2012 by the
DWQ laboratory and D.
Hood, MRO after several
split sampling events

Delta Apparel/Maiden REASONABLE POTENTIAL ANALYSIS
NC0006190
Qw (MGD) = 1.10
IQIOS(cfs)= 9.94
7QIOS(cfs)= 12.00
7Q10W(cfs)= 25.50
30Q2 (cfs) = 34.00
Avg. Stream Flow, QA (cfs) = 78.00
Receiving Stream: Clark Creek
WWTP/WTP Class:
IWC @ IQIOS = 14.64%
IWC @ 7Q1OS = 12.44%
IWC @7QIOW= 6.27%
IWC @ 30Q2 = 4.78%
IWC@QA= 2.14%
Stream Class: C
Outfall 001
Qw = 1.1 MGD
CHRONIC TEST CONCENTRATION = 12.4%
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
PQL
UNITS
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
Applied
Standard
r/z FAV /
Acute
1-1
Max Pred
# Det. Cw Allowable Cw
Arsenic
Arsenic
C
C
50
10
FW(7Q10s)
I-IH/WS(Qavg)
ua/L
ue/L
0
(i
0
U
N/A
N/A
Acute: NO WQS
_ _ _____ _ __
Chronic: 401.9
Chronic:---- 467.3 --
_ _ _ _ _ _ _ _ _________
2C testing showed As at 6.9 ug/L
----------------------------
Chlorides (AL)
NC
230
FW(7Q10s)
mg,/1_,
15
15
6,390
Acute: NO WQS
---- --
Chronic: 1,849
14 value(s) > Allowable Cw
RP for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Monitoring in conjunction with TOX Test
—----
-----------------------
Total Phenolic Compounds
NC
300
A(30Q2)
ue/L
23
23
336.0
Acute: NO WQS
_ _____ _ ___
Chronic: 6,276.2
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw -
_ _ _ _ ________________
TBELs require a limit,
maintain existing limitation and reduce sampling
Chromlum
NC
50
FW(7Q10s)
1022
ug/L
160
_
5.5
Acute: 6,980.9
Chronic 401.9
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw -
TBELs require a limit,
maintain existing limitation & reduce monitoring
Copper (AL)
NC
7
FW(7Q10s)
7
ug/L
78
78
134
Acute: 49.9
Chronic----- 56.3---
10 value(s) > Allowable Cw
RP for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Monitoring in conjunction with TOX Test
----------------------------
Cyanide
NC
5
FW(7Q10s)
22
10
a/l,
0
0
N/A
Acute: 150.3
_ _ ---_ _
Chronic-- 40?---
2C testing showed CN at 25 ug/L
------------------------
---—
no limit or monitoring necessary
Zinc (AL)
NC
50
FW(7Q10s)
67
ug/ I.
50
411
1,184.0
Acute: 457.7
—
Chronic: --- --
401.9
1 value(s) > Allowable CN\
RP for AL(Cu,Zn,Ag,Fe,CI) - apply Quarterly
Monitoring in conjunction with TOX Test
-- ----------------------—
Page 1 of 1
2012RPA_NC0006190.xlsm, rpa
12/17/2012

REASONABLE POTENTIAL ANALYSIS
Chlorides (AL)
Date
1 3/3/2009
2 6/9/2009
3 9/1/2009
4 12/8/2009
5 3/9/2010
6 6/8/2010
7 9/2/2010
8 12/7/2010
9 3/1/2011
10 5/31/2011
11 6/7/2011
12 9/6/2011
13 12/6/2011
14 3/1/2012
15 6/5/2012
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
BDL=1/2DL Results
2100 2100 Sid Dev.
2400 2400 Mean
2190 2190 C.V.
2590 2590 n
2550 2550
2530 2530 Mult Factor =
2850 2850 Max. Value
3330 3330 Max. Pred Cw
3200 3200
3860 3860
624 624
3330 3330
3920 3920
3120 3120
2900 2900
USE ONLY
"PASTE SPECIAL
Values" WITH
"COPY"
COMMAND
807.7397
2,766.3
0.2920
15
1.6
3920.0 mg/L
6,389.6 mg/L
8
Chromium
Date Data BDL=1/2DL Results
2.5 Std Dev. 0.2900
2.5 Mean 2.5325
2.5 C.V. 0.1145
2.5 n 160
2.5
2.5 Mult Factor = 1.05
2.5 Max. Value 5.2 ug/L
2.5 Max. Pred Cw 5.5 ug/L
2.5
2.5
5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5 2012RPA NC00061
2.5 -
1/7/2009
1/14/2009
1 /21 /2009
1/28/2009
2/4/2009
2/11/2009
2/19/2009
2/25/2009
3/4/2009
3/11/2009
3/18/2009
3/25/2009
4/1/2009
4/8/2009
4/15/2009
4/22/2009
4/29/2009
5/6/2009
5/13/2009
5/20/2009
5/27/2009
6/3/2009
6/10/2009
6/17/2009
6/24/2009
7/1/2009
7/8/2009
7/15/2009
7/22/2009
7/29/2009
8/5/2009
8/12/2009
8/19/2009
8/26/2009
9/2/2009
9/9/2009
9/16/2009
9/23/2009
9/30/2009
10/7/2009
10/14/2009
10/21/2009
10/28/2009
11/4/2009
11/11/2009
11/18/2009
11/24/2009
12/2/2009
12/9/2009
12/16/2009
12/22/2009
12/30/2009
1/6/2010
1/13/2010
1/20/2010
1/27/2010
2/3/2010
2/10/2010
2/17/2010
2/24/2010
3/3/2010
3/10/2010
3/17/2010
3/24/2010
3/31/2010
4/7/2010
4/14/2010
4/22/2010
4/28/2010
5/5/2010
5/12/2010
5/19/2010
5/26/2010
6/2/2010
6/9/2010
6/16/2010
6/23/2010
6/30/2010
7/7/2010
_ 1'/_14/2010
7/21/2010
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
2.5
0.xlsm, data
1 /15/2013

REASONABLE POTENTIAL ANALYSIS
CC Ccb 4—; "
82 7/28/2010
83 8/4/2010
84 8/11/2010
85 8/18/2010
86 8/25/2010
87 9/1/2010
88 9/8/2010
89 9/15/2010
90 9/22/2010
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
9/29/2010
10/6/2010
10/13/2010
10/20/2010
10/27/2010
11/3/2010
11/10/2010
11/17/2010
11/23/2010
11/25/2010
11/26/2010
12/1/2010
12/8/2010
12/15/2010
12/21/2010
12/29/2010
1/5/2011
1/12/2011
1/19/2011
1/26/2011
2/2/2011
2/9/2011
2/16/2011
2/23/2011
3/2/2011
3/9/2011
3/16/2011
3/23/2011
3/30/2011
4/6/2011
4/13/2011
4/20/2011
4/27/2011
5/4/2011
5/11/2011
5/18/2011
5/25/2011
6/1/2011
6/8/2011
6/15/2011
6/22/2011
6/29/2011
7/6/2011
7/13/2011
7/20/2011
7/27/2011
8/3/2011
8/10/2011
8/17/2011
8/24/2011
8/31/2011
9/7/2011
9/14/2011
9/22/2011
9/28/2011
10/5/2011
10/12/2011
10/19/2011
10/26/2011
11/2/2011
11/9/2011
11/16/2011
11/22/2011
11/30/2011
12/7/2011
12/14/2011
12/21/2011
12/28/2011
1/4/2012
1/11/2012
1/18/2012
1/25/2012
1
161
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5.2
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5 2.5
5 2.5
5 2.5
5 2.5
5 2.5
5 2.5
5 2.5
5 2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
- 2 -
2012RPA_NC0006190.xlsm, data
1/15/2013

REASONABLE POTENTIAL ANALYSIS
Date
1 8/18/2010
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
Data
10/27/2010
11/3/2010
11/23/2010
12/21/2010
2/2/2011
3/9/2011
3/30/2011
5/4/2011
6/8/2011
7/13/2011
8/31/2011
9/21 /2011
10/26/2011
11/16/2011
0,11
0.1
0.13
0.1
0.11
30.74
0.1
0.1
0.58
0.44
0.18
0.3
0.18
0.35
0.58
BDL=1/2DL Results
0.11 Std Dev. 6.3624
Mean 1.5670
C.V. 4.0604
n 23
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
0.1
0.13
0.1
0.11
30.74
0.1
0.1
0.58
0.44
0.18
0.3
0.18
0.35
0.58
Mult Factor = 10.93
Max. Value 30.7 ug/L
Max. Pred Cw 336.0 ug/L
Date Data
owrzu i u
8/11/2010
8/18/2010
8/25/2010
9/1/2010
9/8/2010
9/15/2010
9/22/2010
9/29/2010
10/6/2010
10/13/2010
10/20/2010
10/27/2010
11/3/2010
11/10/2010
11/17/2010
11/23/2010
12/1/2010
12/8/2010
12/15/2010
12/21/2010
12/29/2010
1/5/2011
1/12/2011
1/19/2011
1/26/2011
2/212011
2/9/2011
2/16/2011
2/23/2011
3/2/2011
3/9/2011
3/16/2011
3/23/2011
3/30/2011
4/6/2011
4/13/2011
4/20/2011
4/27/2011
5/4/2011
5/11/2011
5/18/2011
5/25/2011
6/1/2011
6/8/2011
6/15/2011
6/22/2011
6/29/2011
7/6/2011
7/13/2011
7/20/2011
7/27/2011
8/3/2011
8/10/2011
8/17/2011
8/24/2011
8/31/2011
9/7/2011
9/14/2011
9/22/2011
9/28/2011
10/5/2011
10/12/2011
10/19/2011
10/26/2011
11/2/2011
u
BDL=1/2DL Results
66.5 66.5 Std Dev.
52.7 52.7 Mean
50 50 C.V.
59.7 59.7 n
76 76
103 103 Mult Factor =
56 56 Max. Value
40.3 40.3 Max. Pred Cw
38 38
44 44
46.3 46.3
44 44
45.5 45.5
35 35
43 43
32 32
28.2 28.2
68
28.3
27
22
18
44
23.3
22
27.2
18.9
26
18.9
26
25.7
42
43.3
47
53
46
45
44.1
48
47.4
47
48
50
39
7
31
34
37
89.6
38
43.4
58
46
36
35.3
42
44
34.5
31
42.3
40
45.9
38
48.5
46
39.9
AA
68
28.3
27
22
16
44
23.3
22
27.2
18.9
26
18.9
26
25.7
42
43.3
47
53
46
45
44.1
48
47.4
47
48
50
39
7
31
34
37
89.6
38
43.4
58
46
36
35.3
42
44
34.5
31
42.3
40
45.9
38
48.5
46
39.9
44
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
15.7787
43.1410
0.3657
78
1.30
103.0 ug/L
133.9 ug/L
- 1 -
2012RPA_NC0006190.xlsm, data
1/15/2013

REASONABLE POTENTIAL ANALYSIS
PAer,v/:L <Cc
y,-9
70 11/30/2011
71 12/7/2011
72 12/14/2011
73 12/21/2011
74
75 1/4/2012
76 1/11/2012
77 1/18/2012
78 1/25/2012
79
80
1
0.13
0.17
0.1
0.79
0.36
0.11
0.1
0.18
0.13
0.17
0.1
0.79
0.36
0.11
0.1
0.18
70
71
72
73
74
75
76
77
78
79
80
C
11/16/2011 49.1
11/22/2011 43
11/30/2011 63
12/7/2011 57.3
12/14/2011 45
12/21/2011 c 46.2
12/28/2011 89
1/4/2012 42.2
1/11/2012 39
1/18/2012 46.5
1/25/2012 40
49.1
43
63
57.3
45
46.2
89
42.2
39
46.5
40
2012RPA_NC0006190.xlsm, data
-2- 1/15/2013

REASONABLE POTENTIAL ANALYSIS
18
Zinc (AL)
Date
Data
1/13/2010
1/27/2010
2/17/2010
2/24/2010
3/10/2010
3/24/2010
4/7/2010
4/28/2010
5/12/2010
5/26/2010
6/9/2010
6/23/2010
7/14/2010
7/28/2010
8/11/2010
8/25/2010
9/8/2010
9/22/2010
10/13/2010
10/27/2010
11/10/2010
11/23/2010
12/8/2010
12/21/2010
1/12/2011
1/26/2011
2/16/2011
2/23/2011
3/2/2011
3/16/2011
4/6/2011
4/20/2011
5/4/2011
5/18/2011
6/1/2011
6/15/2011
7/6/2011
7/20/2011
8/3/2011
8/17/2011
9/7/2011
9/22/2011
10/5/2011
468
94.5
83.7
98.2
98.3
92
125
91.2
86.5
120
115
82.9
99.4
51.5
59.7
58.7
50.6
25.4
17.4
27.6
37
23.2
11.7
14.7
25
29
27
45.1
26.1
35.1
31.4
46.5
34.5
25
24.6
14.9
33,3
27
24.2
16.6
22.8
36.5
27.4
BDL=1/2DL Results
Std Dev. 67.6860
Mean 55.5740
C.V. 1.2179
n 50
468
94.5
83.7
98.2
98.3
92
125
91.2
86.5
120
115
82.9
99.4
51.5
59.7
58.7
50.6
25.4
17.4
27.6
37
23.2
11.7
14.7
25
29
27
45.1
26.1
35.1
31.4
46.5
34.5
12.5
24.6
14.9
33.3
27
24.2
16.6
22.8
36.5
27.4
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
Mult Factor = 2.53
Max. Value 468.0 ug/L
Max. Pred Cw 1184.0 ug/L
2012RPA_NC0006190.xism, data
- 1 - 1/15/2013

REASONABLE POTENTIAL ANALYSIS
70 10/19/2011 33.1 33.1
71 11/2/2011 33.3 33.3
72 11/16/2011 I 5 2.5
73 12/7/2011 21.4 21.4
74 12/21/2011 44.4 44.4
75 1/4/2012 27 27
76 1/18/2012 45.3 45.3
2012RPA_NC0006190.xlsm, data
- 2 - 1/15/2013

TABLE 4 BASED ON 40CFR410 SUBPART E
TEXTILE EFFLUENT LIMITS SPREADSHEET KNIT Fabric FINISHING SUBCATEGORY
PERMIT NO: NC0006190 (do not do commission finishing)
PERMITTEE: Delta Apparel, Inc.
COUNTY: Catawba County
PERMITTED FLOW:
PRODUCTION DATA: Ibs/day
DAILY MAX.
MONTHLY AVG.
FROM 40CFR 410 SUBPART E
1,1 MGD
93,400
93,400
(all limits in Ibs/1000 Ibs)
POLLUTANT
BODS
COD
TSS
Sulfide
Phenol
Total Chromium
pH
DAILY MAX
MONTHLY AVERAGE
5 2.5
60 30
21.8 10.9
0.2 0.1
0.1 0.05
0.1 0.05
must be between 6 and 9 at all times
LIMITS
according to EPA recommendation
Current permit limits
POLLUTANT
BOD5
COD
TSS
Sulfide
Phenol
Total Chromium
pH
DAILY MAX
MONTHLY AVERAGE
467.0 233.5
5604.0
2036.1
18.7
9.3
9.3
must be between 6 and 9 at all times
2802.0
1018.1
9.3
4.7
4.7
DAILY MAX MONTHLY AVERAGE
(since 1995) 325 (since 1995) 162
DM based on 2006 permit production #'s of 104,510
6271 2900 Ibs/day
DM and MA based on 1997 ORC production #'s of
(since 1998) 1853 (since 1998) 785 85,000 & 72,050 lbs/day, respectively.
16 8 based on 1995 production number of 80,000 lbs/day
8 4 based on 1995 production number of 80,000 lbs/day
402 ug/L WQBEL 1.1 MGD ' 8.34 ' 0.402 mg/L = 3.7 lbs/day more stringent than TBEGL
15 3 original water quality stds. (retain)
DMR data (1/09 - 1/12)
Avg. to Max range
17.5 - 121.5 Ibs/day
1795 - 9849 Ibs/day
98 - 850 lbs/day
0.76 - 2.13 Ibs/day
0.272 - 31 lbs/day
5 - 5.2 (0.5 Ibs/day) ug/L
7.7 - 9.0 s.u.
0.14 - 1.1 mg/L
BODS
COD
TSS
Sulfide
Phenol
Total Cr
pH
NH3-N

Table 5
Determination of an acceptable Daily Max Production Value
Production Hours:
2007 = 8448 hours Production = 32,877,000 Ibs 32,877,000 Ibs/cloth per year _ 8,448 hours/year = 3891.69 Ibs/cloth/hour * 24 hours/day = 93,400 lbs/day
2008 = 8484 hours Production = 30,185,750 Ibs 30,185,750 Ibs/cloth per year _ 8,484 hours/year = 3557.96 Ibs/cloth/hour * 24 hours/day = 85,391 lbs/day
2009 = 7884 hours Production = 25,312,200 Ibs 25,312,200 Ibs/cloth per year _ 7,884 hours/year = 3210.58 Ibs/cloth/hour * 24 hours/day = 77,054 Ibs/day
2010 = 8736 hours Production = 27,559,453 Ibs 27,559,453 Ibs/cloth per year _ 8,736 hours/year = 3154.7 Ibs/cloth/hour * 24 hours/day = 75,713 Ibs/day
2011 = 8616 hours Production = 28,169,677 Ibs 28,169,677 Ibs/cloth per year _ 8,616 hours/year = 3269.46 Ibs/cloth/hour * 24 hours/day = 78,467 Ibs/day
Actual Production
2007 93,400 Ibs/day
2008 85,391 Ibs/day
2009 77,054 Ibs/day
2010 75,713 lbs/day
2011 78,467 Ibs/day
410025/5 = 82,005 Ibs/day average
Difference from avg. production
+ 13.9%
+ 4.1%
- 6.0%
- 7.7%
- 4.3%
Use of a value as high as 93,400 Ibs/day would be considered a reasonable measure of actual production,
since the value is within 20% of the long term average.

IWC Calculations
Facility: Delta Apparel
NC0006190
Prepared By: Julie Grzyb
Enter Design Flow (MGD): 1.1
Enter s7Q10 (cfs): 12
Enter w7Q10 (cfs): 25.5
Total Residual Chlorine (TRC)
Daily Maximum Limit (ug/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
Upstream Bkgd (ug/I)
IWC (%)
Allowable Conc. (ug/I)
Fecal Coliform
Monthly Average Limit:
(If DF >331; Monitor)
(If DF<331; Limit)
Dilution Factor (DF)
12
1.1
1.705
17.0
0
12.44
137
Ammonia (Summer)
Monthly Average Limit (mg NH3-N/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/I)
w7Q10 (CFS)
200I100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
8.04 Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals); capped at 35 mg/I
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis); capped at 35 mg/l
4. BAT for Minor Domestics: 2 mg/l (summer) and 4 mg/I (winter)
5. BAT for Major Municipals: 1 mg/I (year-round)
12
1.1
1.705
1.0
0.22
12.44
6.5
25.5
1.1
1.705
1.8
0.22
6.27
25.4
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
NPDES Server/Current Versions/WLA; TB 1/16/2009

2012 North Carolina 303(d) List -Category 5
Catawba River Basin
> AU Number
Name
10-digit Watershed 0305010115
Description
Length or Area
Lake Wylie -Catawba River
Units Classification
Category Rating Use
Reason for Rating
Parameter
Year
> 11-135a
Crowders Creek
From source to SR 1118
1.9 FW Miles C
5 Impaired Aquatic Life
5 Impaired Aquatic Life
Poor Bioclassification Ecological/biological Integrity FishCom
Fair Bioclassification Ecological/biological Integrity Benthos
1998
1998
5
> 11-135c
Crowders Creek
From State Route 1122 to State Route 1131
3.3 FW Miles C
5 Impaired Aquatic Life
5 Impaired Aquatic Life
Poor Bioclassification Ecological/biological Integrity FishCom
Fair Bioclassification Ecological/biological Integrity Benthos
1998
1998
5
> 11-135d
Crowders Creek
From State Route 1131 to State Route 1108
7.3 FW Miles C
5 Impaired Aquatic Life
Fair Bioclassification Ecological/biological Integrity FishCom
1998
Catawba River Basin
8-digit Subbasin
03050102
5
South Fork of the Catawba River
Catawba River Basin
10-digit Watershed 0305010203
12-digit Subwatershed 030501020303
Clark Creek
Lower Clark Creek
> 11-129-5-(0.3)b
Clark Creek (Shooks
Lake)
From Miller Branch to 0.9 mile upstream of Walker Creek
16.6
FW Miles C
5 Impaired Aquatic Life Fair Bioclassification Ecological/biological Integrity Benthos 1998
5
12-digit Subwatershed
030501020301
Maiden Creek
> 11-129-5-7-2-(3) Maiden Creek
From dam at Maiden Reservoir located 680 feet more or less upstream 0.4
from the bridge on Catawba County SR 1810 to Pinch Gut Creek
FW Miles C
5 Impaired Aquatic Life Fair Bioclassification Ecological/biological Integrity Benthos 2006
5
Catawba River Basin
10-digit Watershed
12-digit Subwatershed
0305010204
030501020401
Upper South Fork Catawba River
Pott Creek
Friday, August 24, 2012
Approved by EPA August 10, 2012
Page 32 of 170

j'e(i\ C o`\r, C'eS�
Delta Apparel, Inc. - Maiden Plant
MONTH April 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.986
11.77
0.989
11800
0.083750
2
0.897
17.47
0.792
0.051377
3
0.363
8.07
0.463
0.045010
4
1.007
11.64
1.087
11900
0.086498
5
1.039
11.06
1.004
12170
0.093872
6
0.921
11.78
0.958
12740
0.078111
7
1.003
10.60
0.990
12750
0.094604
341
8
1.016
11.54
0.977
12940
0.088010
9
1.001
10.95
0.960
0.091465
10
1.000
12.59
0.966
0.079422
11
0.999
11.97
0.938
12110
0.083520
12
0.965
10.04
0.982
12030
0.096129
13
1.055
10.65
1.053
12030
0.099094
14
0.970
11.39
12850
0.085169
291
15
0.880
14.30
12770
0.061575
16
0.836
12.10
0.069126
17
0.831
11.63
0.857
0.071439
18
0.840
12.57
0.877
11800
0.066811
19
0.972
11.50
1.027
11650
0.084489
20
0.976
11.30
1.051
11190
0.086377
21
1.092
12.35
1.079
11500
0.088434
219
22
1.031
11.39
1.022
11680
0.090540
23
1.090
12.39
1.061
0.087990
24
0.978
11.55
0.933
0.084685
25
1.010
12.25
1.000
12300
0.082450
26
0.879
10.87
0.898
12060
0.080894
27
0.911
12.37
0.943
12290
0.073625
28
0.970
10.66
0.992
12530
0.091054
426
29
0.955
11.13
0.904
12710
0.085803
30
0.784
10.44
0.783
0.075110
31
#DIV/0!
Total
Average
0.942
#DIV/0!
0.948
12181
2.436435
319
ADMI
corrected
results
887
772
computer off line
computer off line
576
876

Delta Apparel, Inc. - Maiden Plant
MONTH May 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.964
11.08
1.031
0.086980
2
0.837
10.98
0.834
12670
0.076284
3
0.881
12.24
0.947
12850
0.072003
4
0.937
12.32
0.952
12810
0.076084
5
0.857
13.41
0.844
12900
0.063947
584
6
0.959
10.40
1.054
12240
0.092228
7
0.971
9.96
0.975
0.097483
8
0.974
10.92
0.953
0.089182
9
0.945
12.65
0.959
12020
0.074698
10
0.842
12.59
0.887
12080
0.066867
11
0.917
11.34
0.954
11800
0.080827
12
0.947
12.58
0.983
11920
0.075257
367
13
1.012
12.27
0.978
11920
0.082461
14
0.911
10.44
0.920
0.087292
15
0.970
10.14
0.987
0.095724
16
0.856
12.21
0.802
11860
0.070085
17
0.811
10.77
0.843
11430
0.075268
18
0.915
11.46
0.977
11660
0.079886
19
0.901
11.33
0.968
11740
0.079557
257
20
1.037
11.43
1.045
12180
0.090705
21
0.994
10.78
0.960
0.092281
22
0.983
10.47
1.026
0.093814
23
0.914
9.96
0.934
12090
0.091811
24
0.887
11.81
0.903
12030
0.075082
25
0.837
11.37
0.936
12090
0.073604
26
0.769
16.11
0.652
12150
0.047721
210
27
0.351
10.59
0.454
12070
0.033173
28
0.808
9.27
0.884
0.087157
29
0.941
10.35
0.944
0.090893
30
1.019
10.35
1.018
12500
0.098429
31
0.869
9.52
0.910
12430
0.091349
Total
Average
0.897
11.33
0.920
12156
2.488132
355
ADMI
corrected
results
886
734
565
527

Delta Apparel, Inc. - Maiden Plant
MONTH June 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.972
11.44
0.934
12340
0.084922
2
0.961
12.97
0.947
13290
0.074097
218
3
0.982
12.67
0.935
13230
0.077451
4
0.890
10.94
0.081365
5
0.930
12.68
1.063
0.073362
6
1.048
11.76
1.135
13150
0.089143
7
1.017
12.15
1.226
13200
0.083689
8
1.195
13.24
1.229
13360
0.090292
9
1.055
12.58
1.105
12610
0.083871
213
10
0.951
13.96
1.172
12660
0.068150
11
0.900
14.77
1.001
0.060980
12
0.868
14.10
1.068
0.061580
13
0.870
13.62
0.969
12080
0.063847
14
0.777
12.09
0.880
11680
0.064269
15
0.989
10.68
1.124
12110
0.092648
16
0.976
12.04
0.922
11880
0.081034
297
17
1.025
10.53
1.024
12490
0.097341
18
1.027
10.93
0.987
0.093945
19
0.925
12.98
0.915
0.071239
20
0.939
10.22
0.948
13580
0.091858
21
0.964
11.23
1.004
13360
0.085856
22
0.888
11.45
0.959
13160
0.077555
23
1.059
20.15
1.090
12960
0.052550
186
24
1.046
7.76
0.982
12320
0.134787
25
1.019
12.16
0.945
0.083799
26
1.005
12.48
0.966
0.080508
27
0.944
13.25
0.983
13720
0.071256
28
0.975
12.19
13180
0.079960
29
1.130
12.89
2.105
13310
0.087664
30
1.030
11.70
1.061
12820
0.088058
205
31
#DIV/0!
Total
Average
0.979
#DIV/0!
1.060
12840
2.427077
224
ADMI
corrected
results
586
computer off
575
736
480
computer off
2 days of city water
482
572

Delta Apparel, Inc. - Maiden Plant
MONTH July 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
1.116
13.00
1.151
12720
0.085871
2
0.912
20.60
0.647
0.044265
3
0.221
#DIV/0!
0.087
0.000000
4
0.164
#DIV/0!
0.054
11850
0.000000
5
0.142
#DIV/0!
0.086
11610
0.000000
6
0.098
231.85
0.132
11430
0.000422
7
0.624
8.92
1.012
11090
0.069976
361
8
1.181
12.08
1.068
10830
0.097757
9
1.121
14.15
0.998
0.079215
10
1.086
12.20
1.036
0.089046
11
1.067
11.37
1.036
11250
0.093835
12
1.047
12.75
1.064
11940
0.082085
13
1.116
13.42
1.111
11790
0.083159
14
1.073
12.41
1.127
11970
0.086406
189
15
1.141
11.27
1.179
12250
0.101213
16
1.166
14.16
1.133
0.082391
17
1.056
11.24
1.050
0.093928
18
0.987
12.27
1.031
11520
0.080472
19
0.980
12.36
1.054
11880
0.079313
20
1.064
11.65
1.081
12260
0.091295
21
1.039
14.33
1.103
12080
0.072518
317
22
1.028
11.64
1.102
11900
0.088325
23
1.110
11.23
1.147
0.098842
24
1.116
12.14
1.117
0.091947
25
1.047
13.34
1.032
11650
0.078455
26
1.098
11.24
1.090
11820
0.097620
27
1.090
13.15
1.114
12320
0.082892
28
1.055
11.11
1.126
12350
0.094954
298
29
1.083
12.88
1.139
12180
0.084116
30
1.135
12.14
1.112
0.093512
31
1.137
11.94
1.156
0.095245
Total
Average
0.945
#DIV/01
0.948
11842
2.319076
291
ADMI
corrected
results
878
471
773
804
732

Delta Apparel, Inc. - Maiden Plant
MONTH August 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
1.070
11.27
1.168
12030
0.094932
2
1.051
13.23
1.135
11830
0.079387
3
1.042
14.61
1.014
11600
0.071269
4
0.931
13.53
0.993
11360
0.068818
296
5
1.184
13.25
1.078
11240
0.089365
6
1.112
13.10
1.020
0.084818
7
1.044
14.03
1.093
0.074410
8
1.085
15.34
1.034
11770
0.070703
9
0.913
12.60
1.083
11800
0.072482
10
1.025
11.90
1.083
11820
0.086192
11
1.023
11.59
1.130
11180
0.088265
250
12
1.111
12.56
1.157
11360
0.088421
13
1.128
14.75
1.091
0.076445
14
1.089
13.57
1.135
0.080286
15
1.127
13.64
1.139
11130
0.082682
16
0.990
12.32
0.994
11010
0.080399
17
1.103
12.47
1.108
11010
0.088434
18
1.124
13.06
1.111
11150
0.086059
241
19
1.068
12.74
1.044
10910
0.083822
20
1.071
13.89
1.095
0.077104
21
1.043
14.66
0.985
0.071153
22
1.107
12.45
1.181
11430
0.088931
23
1.085
12.74
1.103
11150
0.085162
24
1.062
11.75
1.128
11330
0.090394
25
1.135
15.12
1.152
11260
0.075057
282
26
1.126
12.77
1.144
11400
0.088224
27
1.136
13.13
1.127
0.086543
28
1.035
13.05
1.047
0.079305
29
1.049
12.63
1.125
11230
0.083044
30
1.195
14.62
1.139
12160
0.081701
31
1.107
12.41
1.158
11550
0.089181
Total
Average
1.076
13.19
1.097
11422
2.542990
267
ADMI
corrected
results
707
computer off line
618
653
714

Delta Apparel, Inc. - Maiden Plant
MONTH September 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.895
17.74
0.919
11670
0.050482
262
2
1.054
13.05
1.089
11410
0.080754
3
1.097
14.67
1.097
0.074757
4
1.055
11.24
1.141
0.093839
5
1.174
13.15
1.114
11270
0.089244
6
1.116
15.12
1.007
10780
0.073861
7
0.961
14.56
0.921
10650
0.065960
8
0.994
12.68
1.037
10520
0.078370
191
9
1.072
11.86
1.118
10560
0.090397
10
1.068
11.88
1.055
0.089897
11
1.011
13.83
1.006
0.073141
12
1.001
12.68
0.995
11050
0.078943
13
0.871
12.38
0.859
11580
0.070360
14
0.903
11.62
0.966
11540
0.077645
15
0.983
13.59
1.081
11660
0.072290
284
16
1.102
13.04
1.130
11740
0.084502
17
1.137
11.13
1.125
0.102118
18
1.107
12.54
1.103
0.088310
19
0.946
13.59
0.937
11410
0.069616
20
0.906
13.37
0.953
10860
0.067779
21
1.148
12.92
1.087
10690
0.088909
22
1.098
13.06
1.026
10950
0.084107
480
23
1.168
12.10
1.080
11330
0.096560
24
1.126
13.65
1.011
0.082437
25
1.039
14.61
0.945
0.071138
26
0.853
12.49
0.906
12680
0.068281
27
0.946
14.00
1.009
10550
0.067585
28
0.992
13.56
0.988
10530
0.073192
29
0.913
11.11
0.957
10860
0.082189
218
30
0.922
11.54
0.985
10880
0.079889
31
#DIV/0!
Total
Average
1.022
#DIV/0!
1.022
11144
2.366552
287
ADMI
corrected
results
658
515
610
1302
585
.734

Delta Apparel, Inc. - Maiden Plant
MONTH October 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
1.011
14.82
0.993
0.068241
2
1.012
11.07
1.043
0.091460
3
0.980
12.07
0.983
10950
0.081230
4
0.932
11.73
0.972
10780
0.079415
5
0.920
13.75
0.898
11230
0.066907
6
0.953
12.27
0.893
11300
0.077635
212
7
0.946
10.82
0.943
11400
0.087454
8
0.961
11.25
0.958
0.085399
9
0.987
12.76
1.019
0.077330
10
0.972
10.79
1.021
10980
0.090101
11
1.018
11.69
1.042
11250
0.087080
12
1.012
12.80
1.130
10760
0.079117
13
1.088
13.25
2.082
10310
0.082080
195
14
1.038
13.61
1.005
12360
0.076249
15
0.982
10.58
0.951
0.092803
16
0.965
11.60
0.990
0.083188
17
0.943
10.78
1.002
12990
0.087411
18
1.062
11.92
1.155
13250
0.089114
19
1.130
11.97
1.114
13390
0.094463
20
1.099
11.52
1.097
13590
0.095365
192
21
1.088
11.26
1.111
13360
0.096598
22
1.073
11.23
1.093
0.095528
23
1.086
11.19
1.065
0.096979
24
1.042
12.39
1.007
13200
0.084084
25
1.024
13.75
1.066
13840
0.074516
26
1.006
11.35
1.093
13980
0.088660
27
1.132
12.61
1.099
13500
0.089787
261
28
1.087
10.98
1.052
12690
0.099074
29
1.048
12.06
1.006
0.086951
30
1.057
12.28
1.057
0.086091
31
0.989
10.50
0.999
13950
0.094117
Total
Average
1.021
11.96
1.062
12336
2.664427
215
ADMI
corrected
results
576
529
519
664
577

Delta Apparel, Inc. - Maiden Plant
MONTH November 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.964
11.20
1.003
14210
0.086027
2
1.018
11.62
1.058
14520
0.087640
3
1.023
12.71
0.968
14260
0.080499
291
4
1.123
11.57
1.004
13830
0.097018
5
1.031
11.74
0.993
0.087783
6
0.920
12.18
0.819
0.075557
7
0.893
11.80
0.988
13320
0.075686
8
1.008
11.77
0.951
14600
0.085655
9
0.851
11.98
0.883
15040
0.071019
10
0.847
12.54
0.819
14840
0.067508
198
11
1.065
12.22
0.988
14560
0.087161
12
1.067
10.96
0.951
0.097399
13
1.073
10.78
0.883
0.099493
14
1.009
12.93
0.963
13390
0.078074
15
0.998
11.25
0.935
13070
0.088780
16
0.971
10.67
0.938
13270
0.090976
17
0.947
11.01
0.888
14160
0.085982
202
18
0.906
10.43
0.909
15120
0.086927
19
0.972
9.48
0.967
0.102462
20
1.001
11.67
0.983
0.085782
21
0.955
11.24
0.968
16360
0.084887
22
0.893
13.74
0.910
16240
0.064978
214
23
0.845
18.24
0.745
16240
0.046316
24
0.164
#DIV/0!
0.104
0.000000
25
0.090
#DIV/0!
0.144
0.000000
26
0.469
7.33
0.703
0.064028
27
1.020
11.63
0.948
0.087726
28
0.974
12.29
0.840
15920
0.079288
29
0.945
11.95
0.894
16200
0.079112
30
0.848
10.31
0.870
16330
0.082305
31
#DIV/0!
Total
Average
0.896
#DIV/0!
0.867
14774
2.306067
226
ADMI
corrected
results
630
511
547
576
STC

Delta Apparel, Inc. - Maiden Plant
MONTH December 2011
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
urnhos/cm
MMLBS
CU
1
0.831
11.02
0.810
16840
0.075372
188
2
0.869
11.15
0.845
16990
0.077934
3
0.960
13.48
0.939
0.071222
4
0.803
11.08
0.776
0.072457
5
0.835
11.22
0.773
15600
0.074387
6
0.892
10.29
0.881
12700
0.086691
7
0.989
11.86
0.941
12500
0.083455
8
0.909
11.57
0.894
12350
0.078553
182
9
0.971
10.93
0.931
12110
0.088837
10
0.960
10.43
0.941
0.091978
11
0.968
10.49
0.955
0.092199
12
0.923
10.39
0.907
12580
0.088829
13
0.910
11.67
0.931
12330
0.077992
14
0.963
10.28
0.931
12220
0.093649
184
15
1.044
12.86
0.941
11980
0.081154
16
1.110
'11.64
0.955
11640
0.095348
17
0.985
'10.42
0.907
0.094550
18
0.949
9.25
0.932
0.102561
19
0.922
11.61
0.896
12510
0.079368
20
1.017
9.86
1.107
12940
0.103144
21
1.136
12.00
1.095
13470
0.094720
22
1.178
11.97
1.106
13910
0.098434
216
23
0.897
20.46
0.662
12770
0.043850
24
0.178
#DIV/0!
0.180
0.000000
25
0.164
#DIV/0!
0.179
0.000000
26
0.075
#DIV/0!
0.006
10890
0.000000
27
0.055
#DIV/0!
0.001
10850
0.000000
28
0.055
#DIV/01
0.002
10240
0.000000
29
0.042
#DIV/01
0.008
10070
0.000000
122
30
0.006
#DIV/0!
0.039
10390
0.000000
31
0.024
#DIV/0!
0.037
0.000000
.as
Total
Average
0.730
#DIV/0!
0.694
12631
1.946684
178
ADMI
corrected
results
471
483
487
468
219
4-26

Delta Apparel, Inc. - Maiden Plant
MONTH January 2012
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.034
#DIV/0!
0.037
0.000000
2
0.450
6.47
0.804
9860
0.069596
3
1.050
10.36
1.009
10250
0.101365
4
0.972
9.86
0.979
11150
0.098612
5
0.986
11.24
0.971
11820
0.087747
157
6
1.004
10.72
1.004
11360
0.093639
7
1.043
10.12
1.012
0.103071
8
0.999
11.28
0.957
0.088572
9
0.884
11.47
0.849
10680
0.077085
10
0.872
8.46
0.891
10620
0.103067
11
0.993
10.41
0.886
12610
0.095353
12
0.886
9.39
0.936
13150
0.094295
154
13
0.996
12.28
0.987
13220
0.081080
14
1.012
10.70
0.989
0.094560
15
1.055
10.61
1.007
0.099482
16
0.973
9.30
1.009
13000
0.104686
17
0.953
10.54
0.884
12730
0.090403
18
0.874
11.20
0.807
12580
0.078073
19
0.790
8.77
0.819
13140
0.090091
170
20
0.940
10.23
0.925
13640
0.091914
21
1.028
9.75
0.980
0.105494
22
1.044
11.00
0.990
0.094870
23
0.974
11.83
0.963
13710
0.082357
24
1.040
11.32
0.996
13500
0.091853
25
0.961
10.82
0.945
13930
0.088811
26
0.910
9.37
0.943
13530
0.097178
195
27
1.076
10.61
1.019
14030
0.101411
28
0.938
9.55
0.890
0.098191
29
0.954
11.24
0.992
0.084859
30
0.959
10.02
0.920
14540
0.095664
31
1.085
11.67
1.013
14050
0.092909
Total
Average
0.927
#DIV/0!
0.917
12595
2.776287
169
ADMI
corrected
results
413
412
448
524
computer off line
computer off line
449

Delta Apparel, Inc. - Maiden Plant
MONTH February 2012
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
urnhos/cm
MMLBS
CU
1
0.956
11.48
0.925
13940
0.083257
2
0.847
9.44
0.891
13350
0.089714
198
3
0.985
10.52
0.934
13370
0.093559
4
0.948
10.21
0.835
0.092848
5
0.872
9.99
0.842
0.087292
6
0.854
9.36
0.878
12950
0.091187
7
0.974
9.46
0.902
12120
0.102892
8
0.880
9.69
0.883
11400
0.090824
9
0.954
9.72
0.943
12150
0.098192
173
10
0.972
11.25
0.896
12200
0.086423
11
0.874
9.10
0.870
0.096091
12
0.860
8.50
0.836
0.101193
13
0.822
9.60
0.835
12650
0.085706
14
0.964
10.99
0.973
12030
0.087659
15
0.906
10.53
11500
0.086017
16
0.998
10.99
0.985
11240
0.090888
159
17
1.077
11.82
0.977
10560
0.091146
18
0.886
19.62
0.658
0.045135
19
0.139
#DIV/0!
0.089
0.000000
20
0.108
#DIV/0!
0.064
9670
0.000000
21
0.046
#DIV/0!
0.061
9560
0.000000
22
0.045
#DIV/0!
0.049
9160
0.000000
23
0.041
#DIV/0!
0.052
8940
0.000000
92
24
0.051
#DIV/0!
0.057
8770
0.000000
25
0.026
#DIV/0!
0.101
0.000000
26
0.639
7.48
0.859
0.085401
27
0.908
9.98
0.905
9380
0.091017
28
0.924
12.54
0.880
10530
0.073677
29
0.901
10.90
0.835
11370
0.082700
30
#DIV/0!
31
#DIV/0!
Total
Average
0.705
#DIV/0!
0.679
11278
1.932818
156
ADMI
corrected
results
534
411
computer off line
410
184

Delta Apparel, Inc. - Maiden Plant
MONTH March 2012
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
umhos/cm
MMLBS
CU
1
0.809
10.32
0.825
11200
0.078344
140
2
0.941
9.79
0.925
10700
0.096118
3
0.959
11.71
0.929
0.081874
4
0.929
11.98
0.892
0.077596
5
0.850
10.60
0.850
10750
0.080167
6
0.853
10.18
0.820
11880
0.083815
7
0.858
11.26
0.864
12260
0.076240
8
0.907
12.46
0.864
12690
0.072798
270
9
0.932
12.14
0.889
12780
0.076785
10
0.824
9.91
0.815
0.083124
11
0.794
9.31
0.852
0.085308
12
0.865
13.87
0.826
11500
0.062335
13
0.889
8.81
0.828
10870
0.100936
14
0.831
9.19
0.824
10870
0.090355
15
0.860
10.23
0.828
11430
0.084070
123
16
0.785
10.09
0.768
12020
0.077834
17
0.830
13.79
0.794
0.060171
18
0.838
8.36
0.861
0.100320
19
0.854
10.57
0.797
12500
0.080818
20
0.859
10.92
0.835
13320
0.078705
21
0.910
12.60
0.879
15000
0.072168
22
0.819
10.82
0.860
15480
0.075634
319
23
0.927
14.71
0.871
16050
0.063012
24
0.983
11.83
0.871
0.083152
25
0.990
12.10
0.865
0.081763
26
0.864
10.42
0.850
14980
0.082903
27
0.866
10.45
0.925
14610
0.082888
28
0.894
10.44
0.853
14170
0.085608
29
0.855
9.86
0.838
13740
0.086716
300
30
0.884
10.41
0.900
13830
0.084924
31
0.709
17.13
0.551
0.041355
Total
Average
0.870
11.17
0.843
12847
2.467836
230
ADMI
corrected
results
262
538
278
319
computer off line
300
3i

Delta Apparel, Inc. - Maiden Plant
MONTH April 2012
Effluent Status Report
FLOW
Conductivity
DYE
ADMI
Date
Effluent
Effluent
City Water
Effluent
HOUSE
Effluent
MG
Gals/lb
MG
urnhos/cm
MMLBS
CU
1
0.045
#DIV/0!
0.065
0.000000
2
0.037
#DIV/0!
0.079
13200
0.000000
3
0.021
#DIV/0!
0.073
12750
0.000000
4
0.004
#DIV/0!
0.094
12840
0.000000
5
0.006
#DIV/0!
0.083
13060
0.000000
25z
6
0.015
#DIV/0!
0.087
13000
0.000000
7
0.027
#DIV/0!
0.080
0.000000
8
0.025
#DIV/0!
0.121
0.000000
9
0.533
6.59
0.896
12150
0.080967
10
0.948
10.42
0.957
11780
0.091012
11
0.973
10.48
0.957
11980
0.092863
12
1.039
11.48
11620
0.090495
268
13
0.928
11.86
0.884
11650
0.078263
14
0.883
13.52
0.883
0.065306
15
0.890
8.58
0.884
0.103697
16
0.833
11.21
0.803
12950
0.074252
17
0.756
10.58
0.804
13120
0.071508
18
0.801
9.35
0.799
12910
0.085647
19
0.814
10.07
0.802
12740
0.080784
20
0.872
11.01
3.278
12600
0.079190
21
0.872
14.72
0.836
0.059240
22
0.892
7.87
0.866
0.113410
23
0.709
9.24
0.761
12500
0.076793
24
0.780
9.61
0.831
12750
0.081208
25
0.793
12.03
0.851
13500
0.065941
26
0.833
13.30
0.856
13200
0.062639
27
0.878
11.67
0.892
12310
0.075247
28
0.881
11.23
0.816
0.078420
29
0.881
10.22
0.918
0.086159
30
0.789
10.71
0.918
12890
0.073712
31
#DIV/0!
Total
Average
0.625
#DIV/0!
0.730
12643
1.766752
261
computer off line
computer off line
reset computer

TABLE 1
NC0006190
Delta Apparel
NC0006190 Delta Apparel
TABLE 1
NC0006190 Delta Apparel
Upstream Downstream
Temp. D.O. Conductivity Temp. D.O. Conductivity Flow
Date (°C) (mg/L) (umhos/cm) (°C) (mg/L) (umhos/cm) mgd
1-4-07 8.1 9.9 150 8.2 9.8 240 8/1/2012 21.6 6.9 135
1/11/2007 3.6 11.3 150 40 11 280 8/2/2012 21.5 6.2 82
1/18/2007 6.1 10.6 170 6 10.5 340 8/7/2012 22.7 6.8 152
1/25/2007 4.9 10.6 160 4.7 10.5 320 8/8/2012 22.1 7 154
2/8/2007 5.2 10.7 160 5.1 10.6 300 8/9/2012 21.7 7.1 162
1/15/2007 3.6 11.1 120 3.4 10.9 250 8/14/2012 21.1 7.4 189
1/22/2007 9.2 9.6 150 9.7 9.3 300 8/15/2012 21.7 7.5 197
2/8/2007 5.2 10.7 160 5.1 10.6 300 8/16/2012 20 7.3 212
2/15/2007 3.6 11.1 120 3.4 10.9 250 8/21/2012 20.8 7.4 137
2/22/2007 9.2 9.6 150 9.7 9.3 300 8/22/2012 20.1 6.9 57
3/1/2007 7.9 10.1 310 8.5 9.7 150 8/23/2012 19.9 7.3 132
3/8/2009 9.2 9.6 170 9.7 9.3 240 8/28/2012 20.8 7.3 202
3/15/2007 12.5 8.8 130 13.3 8.3 190 8/29/2012 21.7 6.9 76
3/22/2007 11.8 9 160 12.4 8.7 200 8/30/2012 21.7 7 84
3/29/2007 17 7.8 170 17.3 7.7 300 7/2/2012 21.4 5.9 95
4/5/2007 11.3 8.8 180 12.5 8.4 340 7/3/2012 22 6.7 163
4/11/2007 10.9 9 140 11 9 390 7/5/2012 22.1 6.9 214
4/19/2007 8.4 13.2 180 8.1 13.5 390 7/10/2012 22.9 6.1 85
4/26/2007 16.5 8.4 200 17.3 8 350 7/11/2012 22.6 6.7 92
5/3/2007 18.4 8 210 19.1 7.4 320 7/12/2012 21.2 7.1 163
5/10/2007 16.7 8.5 230 17.3 8 410 7/17/2012 21.8 6.5 105
5/17/1997 16.3 7.8 160 17 7.2 330 7/18/2012 22.6 6.8 161
5/24/2007 16.6 7.7 210 17.4 7.4 480 7/19/2012 22.4 7.2 195
5/31/2007 19.7 7.1 230 20.5 6.6 590 7/24/2012 22.4 6.9 194
6/5/2007 18.4 7.2 160 19.3 6.8 570 7/25/2012 22.2 7 205
6/6/2007 18.8 7.1 210 19.7 7 680 7/26/2012 22.1 6.8 156
6/7/2007 19.2 7.2 200 20.1 6.8 580 7/31/2012 22.1 4.8 203
6/12/2007 19.4 7.1 130 19.7 7.2 320 6/5/2012 18.1 7.6 180
6/13/2007 18 7.4 550 18.9 7 <10 6/6/2012 17.3 7.1 61
6/14/2007 18 7.4 170 18.9 7 420 6/7/2012 16.8 7.7 112
6/19/2007 21.3 7 200 21.9 6.8 590 6/12/2012 20.5 7 93
6/20/2007 21.6 6.8 120 22 6.5 370 6/13/2012 19.5 7.2 134
6/21/2007 18.8 7.3 210 19.9 6.9 720 6/14/2012 19.7 7.6 168
6/26/2007 21.1 7 240 21.9 6.3 700 6/19/2012 19.5 7.5 201
6/27/2007 21.4 6.9 250 22.5 6.5 670 6/20/2012 20.3 7.3 205
6/28/2007 22.3 6.2 120 22.7 6.1 560 6/21/2012 21.4 7.2 202
7/3/2007 19.1 7.4 180 19.9 7 680 6/26/2012 20.9 7 181
7/4/2007 19.5 7.3 220 20.1 6.8 790 6/27/2012 18.3 7.6 186
7/5/2007 20 7.3 190 20.8 6.8 860 6/28/2012 18.7 7.6 204
7/10/2007 21.6 6.9 170 22.3 5.9 700 1.048
7/11/2007 22.3 6.5 92 22.7 6.3 260 1.13
7/12/2007 21.4 6.8 180 22 6.6 630 1.231 8/2/2011 22.7 6.5 232 23.9 6.1 995
7/17/2007 21.7 7 250 22.4 6.4 850 8/3/2011 23 6.4 280 23.6 6.2 1160
7/18/2007 22.8 6.6 100 23.1 6.5 340 8/4/2011 23.7 6.4 279 24.4 6 1180
7/19/2007 22.4 6.8 170 23 6.6 620 8/9/2011 23 6.4 240 23.8 6.1 992
7/24/2007 19.6 7.2 120 19.9 7.1 360 8/10/2011 22.6 6.4 258 23.4 6.2 964
7/25/2007 20.1 7 120 20.3 6.6 320 8/11/2011 23.2 6.3 296 24 6.2 1050
7/26/2007 20.6 7.2 180 20.9 7 550 8/16/2011 20.2 6.9 268 20.8 6.7 977
7/31/2007 21.2 7.1 160 21.9 6.8 660 1.196 8/17/2011 20.8 7 279 21.7 6.6 1050
8/1/2007 21.E 7 230 22.7 6.7 800 8/18/20'11 21.1 6.8 318 21.8 6.6 1130
Upstream Downstream 8/23/2011 19.9 7 196 20.8 6.6 963
Temp. D.O. Conductivity Temp. D.O. Conductivity 8/24/2011 19.4 7.2 239 20.3 6.6 1020
Date (°C) (mg/L) (umhos/cm) (°C) (mg/L) (umhos/cm) 8/25/2011 20.5 6.9 310 21.6 7 1050
8/2/2007 22.6 6.9 230 22.2 6.6 880 8/30/2011 20.8 6.9 215 21.5 6.6 1020
8/7/2007 24 7.2 246 24.4 6.5 899 8/31/2011 20.5 6.7 284 21.4 6.6 1390
8/8/2007 24.2 7.2 267 24.5 6.5 1050 7/5/2011 21.5 6.3 137 21.9 5.7 123
8/9/2007 24.5 7.1 274 24.7 6.5 802 7/6/2011 21.8 6.5 226 22.7 6.1 230
8/14/2007 22.9 7.1 143 22.7 6.2 918 7/7/2011 21.8 6.6 202 22.8 6.3 224
8/15/2007 21.9 7.3 296 22 6 806 7/12/2011 23.7 6.2 712 24.5 5.9 211
8/16/2007 23 7.1 318 23.3 5.6 991 7/13/2011 23.4 6.3 241 24.3 5.9 851
8/21/2007 23.7 6.9 251 23.9 5.8 1170 7/14/2011 23.3 6.2 1420 23.8 5.9 560
8/22/2007 23.2 6.7 362 23.5 5.8 931 7/19/2011 21.7 6.6 234 22.6 6.3 844
8/23/2007 23.6 6.6 141 24 6.3 482 7/20/2001 22.7 6.4 278 23.7 6.1 925
8/28/2007 22.3 7.2 207 22.8 6.7 896 7/21/2011 23.6 6.4 228 24.6 6.2 961
8/29/2007 22.8 7.3 252 23.1 6.5 1020 7/26/2011 23 6.3 162 23.8 6.1 660
8/30/2007 23.1 7.1 213 23.4 6.7 639 7/27/2011 23.2 6.4 211 24.2 6.1 864
9/4/2007 21 7.4 285 21.1 7.1 960 7/28/2011 23.3 6.4 287 24.2 6.2 1240
9/5/2007 20.1 7.7 288 20.2 6.7 1010 6/1/2011 21 6.8 182 22.2 6.4 607
9/6/2007 20.8 7.6 292 21.1 6.9 1140 6/2/2011 21.9 6.6 243 23.1 6.2 837
9/11/2007 22.4 7.3 270 22.4 6.4 1130 6/7/2011 20.2 6.8 241 21.4 6.5 929
9/12/2007 21.9 7.2 274 22.2 6.1 1180 6/8/2011 21.2 6.7 244 22.3 6.2 1040
9/13/2007 21.4 7.4 286 21.6 6.3 1010 6/9/2011 21 6.7 245 22.3 6.3 1060
9/18/2007 16.1 8.6 237 16.5 8.5 701 6/14/2011 20.2 6.9 202 21.2 6.6 656
9/19/2007 15.6 8.8 226 16.2 8.7 815 6/15/2011 18.1 7.1 206 19.3 6.8 761
9/20/2007 18.8 8.1 252 19 7.9 807 6/16/2011 18.8 7.2 216 19.7 6.9 894
9/25/2007 20.3 7.7 305 7.8 7 1170 6/21/2011 20.6 6.8 183 21.6 6.4 883
9/26/2007 19.2 8 302 19.3 7.7 1170 6/22/2011 21.4 6.6 111 22.5 6.2 923
9/27/2007 18 8.1 315 18.5 7.7 1160 6/23/2011 21.6 6.5 257 22.5 6.2 1110
10/4/2007 20.1 7.5 311 20.7 6.9 1370 6/28/2011 21.3 6.7 296 22.4 6.1 1220
10/11/2007 16 8.2 326 16.1 7.5 1060 6/29/2011 21.7 6.3 143 22.2 5.9 605
10/18/2007 18.1 7.9 536 18.3 7.3 1260 6/30/2011 20.3 6.9 228 21.5 6.4 1120
10/25/2007 18.3 8 117 18 8 305
11 /1 /2007 11.3 9.7 265 11.5 9.3 819 8/3/2010 21.3 6.9 203 22.2 6.6 617
11/8/2007 5 11.4 264 5.7 10.9 762 8/4/2010 22.5 6.6 218 23.6 6.4 647
11/15/2007 13.5 9.2 243 13.6 9 410 8/5/2010 23.3 6.5 232 24.3 6.3 596
11 /21 /2007 9 10.2 262 9.9 9.5 789 8/10/2010 22.7 6.6 204 23.6 6.4 709
11/29/2007 4.8 11.7 259 5.8 11.2 856 8/11/2010 23.5 6.4 181 24.5 6.2 663
12/6/2007 4.3 11.9 267 5 11.5 912 8/12/2010 24 6.3 218 24.9 6.1 675
12/13/2007 10.7 10 187 11.6 9 636 8/17/2010 23.2 6.4 211 24.2 6.2 776
12/20/2007 2.9 12.2 249 3.3 12 790 8/18/2010 23.6 6.2 233 24.7 6.1 834
12/27/2007 6.9 11.2 134 .7 10.9 160 8/19/2010 23.3 6.3 117 24.3 6.1 667
8/24/2010 21.3 6.7 201 22.2 6.5 777
1/3/2008 0 16.2 172 0.2 15.3 617 8/25/2010 21.6 6.8 183 22.1 6.6 652
1/10/2008 10.2 11.9 232 10.4 11.7 800 8/26/2010 21.3 6.8 212 22.1 6.5 730
1/17/2008 4.5 14 262 5.2 13.6 733 8/31/2010 20.6 6.8 248 21.3 6.7 897
1/24/2008 6.1 13.1 220 6.2 12.7 752
1/31/2008 3.2 12 252 3.8 9.6 851
2/7/2014 9 11 222 9.7 10.3 504
2/14/2008 4.4 13 142 4.5 11.6 404 7/1/2010 21 6.8 195 22.1 6.6 587
2/21/2008 5.2 10.2 189 7.1 10.1 618 7/6/2010 19.7 7.1 199 20.7 6.7 587
Upstream Downstream
Temp. D.O. Conductivii Temp. D.O. Conductivii Flow
Date (°C) (mg/L) (um hos/crr (°C) (mg/L) (umhos/crr mgd
22.1
21.6
23.5
22.8
22.2
21.8
22.5
20.8
20.9
20.2
20.6
21.6
22.5
22.6
21.9
22.4
22.5
22.9
23.1
21.7
22.3
23.3
23.1
22.9
22.5
22.8
22.8
18.6
17.1
16.8
20.8
20.4
20.3
20.2
21.2
22
21.4
19.1
19.4
6.7
3.8
6.6
6.8
6.9
6.5
6.5
6.6
7
6.4
6.9
6.9
6.7
6.6
6.1
6.6
6.8
5.6
6.4
6.8
6.4
6.4
7
6.6
7.1
6.5
4
7.2
7.2
7.7
6.7
6.9
7.1
7.3
7.1
6.9
6.7
7.3
7.5
651
930
801
891
748
909
1060
948
562
189
775
985
340
393
157
180
208
214
396
720
402
758
780
845
895
618
1050
762
12
304
317
475
452
682
749
778
229
232
178
Page 1

NC0006190 Delta Apparel
2/28/2008 2.3 12.5 171 4.1 12 570 7/7/2010 20.3 6.9 212 21.2 6.6 592
3/6/2008 8.6 11.3 137 8.7 10 395 7/8/2010 21.3 6.7 239 22.3 6.5 700
3/13/2008 7.4 10.5 190 7.8 9.9 498 7/13/2010 22.5 6.2 107 23.6 6 294
3/20/2008 11.6 9.3 144 11.5 9.2 254 7/14/2010 22.1 6.5 180 23 6.2 404
3/27/2008 10.1 9.8 186 10.3 9.6 173 7/15/2010 21.9 6.6 194 23 6.3 586
Upstream Downstream 7/20/2010 22.5 6.5 161 23.4 6.2 458
Temp. D.O. Conductivity Temp. D.O. Conductivity Flow 7/21/2010 22.7 6.3 137 23.6 6.1 359
Date (°C) (mg/L) (umhos/cm) (°C) (mg/L) (umhos/cm) mgd 7/22/2010 23.1 6.5 210 24 6.3 499
4/3/2008 13.1 9.2 193 13.4 8.9 589 7/27/2010 23.5 6.5 125 24.5 6.1 504
4/10/2008 12.1 9.4 134 13 8.6 336 7/28/2010 23.1 6.4 191 24.1 6.3 545
4/17/2008 9.5 10.2 167 10.6 9 453 7/29/2010 22.8 6.6 192 23.8 6.4 548
4/24/2008 13.6 8.5 187 14.4 7.9 477 6/1/2010 19 6.7 126 19.8 6.5 275
5/1/2008 12 9 175 12.4 8.8 459 In June D.O. < 5 mg/L 6/2/2010 18.9 6.9 144 19.8 6.6 327
5/8/2008 17.8 8.1 215 18.4 7.2 568 6 times. 6/3/2010 19.6 6.8 149 20.6 6.6 380
5/15/2008 16.2 8 227 16.7 7.1 614 6/8/2010 18.5 7 151 19.4 6.7 443
5/22/2008 14 8.6 250 15.4 7.4 553 6/9/2010 19.2 7 177 20.2 6.8 427
5/29/2008 16.1 7.8 135 16.7 7.3 311 6/10/2010 19.8 6.9 186 20.8 6.7 419
6/3/2008 19.7 7.1 337 20.4 5.5 528 0.906 6/15/2010 20.7 6.6 184 22 6.3 461
6/4/2008 21.1 6.8 261 21.8 4.3 468 0.826 6/16/2010 21.8 6.3 146 22.4 6.1 358
6/5/2008 21.4 6.7 319 22.5 4.8 483 0.929 6/17/2010 21.1 6.7 184 22.1 6.4 410
6/10/2008 22.4 6.4 349 23 4.1 816 0.934 6/22/2010 21 6.7 168 22.2 6.3 484
6/11/2008 22 6.6 298 23 4.9 689 0.966 6/23/2010 21.7 6.6 209 22.9 6.2 562
6/12/2008 21.8 6.5 325 22.6 4.8 633 0.953 6/24/2010 22.8 6 142 23 5.9 321
6/17/2008 22 6.5 708 22.2 4.7 279 0.912 6/29/2010 22.8 5.9 126 23.6 6.1 595
6/18/2008 18.7 7 349 19.3 5 685 0.947 6/30/2010 22.5 6.4 192 23.5 6.2 562
6/19/2008 19.2 7 350 19.5 5.4 662 0.901
6/24/2008 19.8 6.9 231 20.8 5.7 434 1.052
6/25/2008 20.1 6.9 266 20.8 5.4 523 1.066
6/26/2008 20.3 6.7 283 21.2 5 625 0.99
6/30/2008 21.8 6.7 193 22.3 6 388 0.998
7/1/2008 18.8 7.2 237 19.5 6 520 0.942
7/2/2008 18.2 7 226 19 6.2 571 0.897
7/8/2008 21.4 6.8 244 22.2 6 345 1.042
7/9/2008 21.4 6.6 127 22 6.1 210 1.045
7/10/2008 21.7 6.6 150 22.3 6.3 187 1.07
7/15/2008 21 7 243 22 6.3 419 1.083
7/16/2008 20.4 7.1 174 21.5 6.2 543 1.088
7/17/2008 20.3 7.3 240 21.5 6.2 552 1.096
7/22/2008 22.3 6.6 449 23.3 5.1 988 0.965
7/23/2008 21.7 6.3 257 22.8 6 424 1.053
7/24/2008 21.4 6.6 258 21.7 6.2 453 1.028
7/29/2008 22.5 6.5 189 23.4 5.9 768 1.099
7/30/2008 22.8 6.4 209 23.7 5.6 644 1.069
7/31/2008 23.2 6.4 113 24.1 5.9 410 1.046
8/5/2008 22.6 6.5 254 23.5 5.8 811 1.026
8/6/2008 23.9 6.4 159 23.9 6.2 706 0.996
8/7/2008 23.3 6.4 494 23.6 5.8 1040 1.138
8/12/2008 19.8 6.8 427 19.7 6.2 1420 1.069
8/13/2008 20.3 6.3 263 20.4 6.1 380 1.223
8/14/2008 19.4 7.1 199 19.9 6.7 440 1.158
8/19/2008 20 6.9 10 20.5 6.5 165 1.191
8/20/2008 20.4 6.8 209 21.3 6.3 556 1.118
8/21/2008 20.9 6.9 250 21.7 6.4 619 1.086
8/26/2008 21 6.6 196 21.5 6.4 448 1.2
8/27/2008 21.6 6.2 49 21.9 5.7 54 1.192
8/28/2008 20.5 6.3 97 21.1 5 84 1.141
9/2/2008 20.4 7.1 182 21.1 6.8 414
9/3/2008 19.4 7.3 248 20.1 6.8 351
9/4/2008 19.2 7.4 170 19.8 7 383
Upstream Downstream
Temp. D.O. Conductivity Temp. D.O. Conductivity
Date (°C) (mg/L) (umhos/cm) (°C) (mg/L) (umhos/cm)
9/9/2008 21.6 6.8 226 22.3 6.5 441
9/10/2008 21.4 6.8 212 22.3 6.6 454
9/11/2008 19.9 7.1 94 20.2 7.8 160
9/16/2008 20.1 7.1 183 20.7 6.7 445
9/17/2008 18.3 7.5 125 18.6 7.3 269
9/18/2008 17.4 7.7 158 18 7.5 345
9/23/2008 16.6 7.5 222 17.2 7.6 501
9/24/2008 15.6 7.9 212 16.3 7.8 513
9/25/2008 15.6 7.8 261 16.4 7.7 591
9/30/2008 18.5 7.4 491 18.8 7.2 194
10/1/2008 18.1 7.2 168 18.8 7.1 492
10/2/2008 14.6 7.9 215 15.1 7.7 503
10/9/2008 16.6 7.5 150 16.6 7.3 297
10/15/2008 15 7.8 15 7.6
10/16/2008 15 7.6 234 15.5 7.6 582
10/23/2008 9.2 9.1 258 9.7 9.1 686
10/30/2008 7.5 9.5 245 7.5 9.2 639
11/6/2008 12.6 7.6 227 12.4 7.9 576
11/13/2008 11.7 8.1 235 11 7.9 562
11/20/2008 4.5 10.6 243 4 10.6 582
11/26/2008 4.1 10.5 231 3.8 10.6 617
12/4/2008 4 11.1 275 4 10.8 549
12/11/2008 12 8.4 130 11.7 8.5 188
12/18/2008 11.1 9 144 10.6 9 355
12/24/2008 6.5 10.6 186 5.7 10.6 223
12/31/2008 8 9.7 233 8.1 9.8 172
Page 2

Grzyb, Julie
From: [e-mail]
Sent: Tuesday, December 04, 2012 11:35 AM
To: Grzyb, Julie; Grzyb, Julie
Cc: [e-mail]
Subject: Delta Apparel NPDES RenewaL--Additional Information
Julie,
Here is the information you requested. Please acknowledge that you have received it. Thank you.
Production Hours:
2007 = 8448 hours
2008 = 8484 hours
2009 = 7884 hours
2010 = 8736 hours
2011 = 8616 hours
Production: 2010 = 27,559,453 pounds
2011 = 28,169,677 pounds
Thanks, if you need anything else just let me know.
Cfurxee,3 D.53eadiuet
Charles D. Blackwell
President/Environmental Consultant
APPLIED WATER TECHNOLOGY, INC. (AWT)
4037 Stone Summit Lane
Raleigh, NC 27603
PH: 919-466-9246
Direct PH: 919-418-6651
Fax: [phone]
E-Mail: awtmailboxaaol.com
Website: http://home.bellsouth.net/p/PWP-AWTINC

Grzyb, Julie
From: Hood, Donna
Sent: Monday, May 14, 2012 4:47 PM
To: Grzyb, Julie
Subject: FW: R&A ADMI Color Split sample Results
Last split color sample
Thanks,
Donna
From: Francies, Gary
Sent: Thursday, May 03, 2012 9:23 AM
To: Smith, Jason M.; Sid Champion; Green, Cindy; Hood, Donna
Cc: Satterwhite, Dana; Wiggins, Kent; Francies, Gary
Subject: R&A ADMI Color Split sample Results
Below are the split sample results for Delta Apparel Effluent collected on 4/26/2012.
NC DWQ Lab:
ADMI Color pH 8.6 = 290 c.u.
ADMI Color pH 7.6 = 280 c.u.
R & A Lab:
ADMI Color pH 8.56 = 313 c.u.
ADMI Color pH 7.6 = 313 c.u.
These results will be included in the inspection report for R & A. Since these results are within what I would consider acceptable
variance (there is no precision or bias data provided in the method) and both laboratories just recently obtained acceptable
results on blind performance testing samples, I feel this issue is closed.
I'd like to thank everyone involved in this investigation for their help and cooperation in figuring this one out. Donna for bringing
it to our attention and collecting samples, Sid and his staff for all their cooperation and Cindy and her staff for their assistance.
And especially to Jason for taking the lead on resolving this.
Gary
Have you signed up to receive automatic email notices of changes to policies, regulations and
resources pertaining to Wastewater/Groundwater Laboratory Certification that could have an impact
on your day to day operations? If not, send a blank email to the following address to get on the
list.
DENR.DWQ.Lab Cert-loinOlists.ncmail.net
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by statute or other regulation.
1

Grzyb, Julie
From: Francies, Gary
Sent: Monday, March 19, 2012 12:09 PM
To: Grzyb, Julie
Cc: Hood, Donna
Subject: RE: Delta Apparel/NC0006190 update
Julie
You may have this already covered — there are two main things that need to be to be clearly spelled out: one is whether you
want ADMI color or platinum cobalt color. And the second is whether you want True color (filtered) or apparent color
(unfiltered). The methods describe both. When Donna initially emailed you we were dealing with some other issues in the
method — like the fact the method allows for very different pore sizes when you filter the sample — We thought that might have
been a big enough variable as to explain the difference in the split samples- as it turned out that was not a factor.
thanks
Gary
Have you signed up to receive automatic email notices of changes to policies, regulations and
resources pertaining to Wastewater/Groundwater Laboratory Certification that could have an impact
on your day to day operations? If not, send a blank email to the following address to get on the
list.
DENR.DWQ.Lab [e-mail]
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by statute or other regulation.
Gary Francies - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Laboratory Certification
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
From: Grzyb, Julie
Sent: Thursday, March 15, 2012 2:48 PM
To: Francies, Gary
Cc: Hood, Donna
Subject: RE: Delta Apparel/NC0006190 update
Gary,
I hope to be working on Delta's permit next month, do you have specific language in the permit as to which lab method should
be used to analyze their color samples?
Julie
From: Hood, Donna
Sent: Thursday, January 05, 2012 8:50 AM
1

To: Grzyb, Julie
Cc: Francies, Gary
Subject: Delta Apparel/NC0006190 update
Hi Julie,
The our second sampling at Delta showed a much higher number than the facility has been reporting/receiving from their lab.
Our sample was 390 ADMI units and theirs was 188 ADMI units, and this sample was a true split. I have asked Gary Francies,
whom is copied on this email, to investigate the reason for the difference in the laboratory results from our state lab versus the
lab Delta is using. There may be a difference in the way the sample is processed and we may want to include some more specific
language in the permit as to which lab method should be used to analyze the sample. I informed Gary that the permit is
currently in the renewal phase and now would be the time to handle this clarification. He will provide us with guidance as soon
as he has it. I just wanted to update you. Please let me know if you have any questions or need any more specific details.
Thank you,
Donna
2

RE: Delta Apparel/NC0006190 update Page 1 of 1
RE: Delta Apparel/NC0006190 update
Grzyb, Julie
Sent: Tuesday, January 10, 2012 11:51 AM
To: Hood, Donna
Donna,
Thanks for the info., I will be sure to follow-up on this and get the info. into the permit.
Julie
From: Hood, Donna
Sent: Thursday, January 05, 2012 8:50 AM
To: Grzyb, Julie
Cc: Francies, Gary
Subject: Delta Apparel/NC0006190 update
Hi Julie,
The our second sampling at Delta showed a much higher number than the facility has been reporting/receiving
from their lab. Our sample was 390 ADMI units and theirs was 188 ADMI units, and this sample was a true split.
I have asked Gary Francies, whom is copied on this email, to investigate the reason for the difference in the
laboratory results from our state lab versus the lab Delta is using. There may be a difference in the way the
sample is processed and we may want to include some more specific language in the permit as to which lab
method should be used to analyze the sample. I informed Gary that the permit is currently in the renewal phase
and now would be the time to handle this clarification. He will provide us with guidance as soon as he has it.
just wanted to update you. Please let me know if you have any questions or need any more specific details.
Thank you,
Donna
https://mail .nc.gov/owa/?ae=Item&t=IPM.Note&i d=RgA A A ADL%2frmPMHLaQq Wkua... 1 / 10/2012

se
see
RESEARCH at ANAllyTICAL
LAb4RATORIES, INC.
Analyttcd/Process Conudtaftons
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
700009 04/07/11 0730 Effluent 887 Std. Units @ pH 8.35
850 Std. Units @ pH 7.60
700010 04/07/11 0600 Influent 2,656 Std. Units ® pH 9.63
2,393 Std. Units @ pH 7.60
700011 04/07/11 0835 Upstream 65 Std. Units @ pH 6.9
83 Std. Units @ pH 7.60
700012 04/07/12 0850 Downstream 91 Std. Units @ pH 7.46
93 Std. Units @ pH 7.60
700566 04/14/11 0730 Effluent 722 Std. Units @ pH 8.09
746 Std. Units ® pH 7.60
700567 04/14/11 0600 Influent 2,834 Std. Units ® pH 9.45
2,762 Std. Units @ pH 7.60
700568 04/14/11 0815 Upstream 89 Std. Units @ pH 7.06
94 Std. Units @ pH 7.60
700569 04/14/11 0830 Downstream 62 Std. Units @ pH 7.33
59 Std. Units @ pH 7.60
701146 04/21/11 0730 Effluent 576 Std. Units @ pH 8.37
589 Std. Units @ pH 7.60
701147 04/21/11 0600 Influent 1,626 Std. Units @ pH 9.71
1,701 Std. Units @ pH 7.60
701148 04/21/11 0830 Upstream 24 Std. Units @ pH 7.16
30 Std. Units @ pH 7.60
701149 04/21/11 0845 Downstream 54 Std. Units @ pH 7.32
55 Std Units @ pH 7.60
701673 04/28/11 0730 Effluent 876 Std. Units @ pH 8.3
743 Std. Units ® pH 7.60
701674 04/28/11 0600 Influent 2,197 Std. Units @ 9.69
2,087 Std. Units @ pH 7.60
701675 04/28/11 0805 Upstream 76 Std. Units @ pH 7.04
78 Std. Units @ pH 7.60
701676 04/28/11 0820 Downstream 100 Std. Units ® pH 7.47
100 Std. Units @ pH 7.60

•
000
RESEARCh & ANALyTiCAL
LABORATORIES, INC.
Anatyttcat/Process Consultations
Revised Color ADM Data for Delta Apparel (04/07/H l to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
702281
702282
702283
702284
702916
702917
702918
702919
703516
703517
703518
703519
704069
704070
704071
704072
05/05/11
05/05/11
05/05/11
05/05/11
05/12/11
05/12/11
05/12/11
05/12/11
05/19/11
05/19/11
05/19/11
05/19/11
05/26/11
05/26/11
05/26/11
05/26/11
0730
0600
0805
0815
0730
0615
0815
0830
0730
0600
0800
0815
0730
0600
0820
Effluent
Influent
Upstream
Downstream
Effluent
Influent
Upstream
Downstream
Effluent
Influent
Upstream
Downstream
Effluent
Influent
Upstream
886 Std. Units @ pH 8.53
853 Std. Units @ pH 7.60
1,798 Std. Units @ pH 9.84
1,713 Std. Units ® pH 7.60
118 Std. Units @ pH 7.02
114 Std. Units ® pH 7.60
140 Std. Units @ pH 7.34
139 Std. Units ® pH 7.60
734 Std. Units ca pH 8.44
708 Std. Units @ pH 7.60
3,006 Std. Units ® pH 9.61
3,218 Std. Units @ pH 7.60
121 Std. Units ® pH 7.02
101 Std. Units @ pH 7.60
'123 Std. Units @ pH 7.47
129 Std. Units @ pH 7.60
565 Std. Units @ pH 8.6
595 Std. Units @ pH 7.60
3798 Std. Units @ pH 9.73
3,218 Std. Units ® pH 7.60
73 Std. Units @ pH 7.12
80 Std. Units ® pH 7.60
95 Std. Units @ pH 7.03
101 Std. Units @ pH 7.60
527 Std. Units @ pH 8.58
500 Std. Units @ pH 7.60
2,262 Std. Units @ pH 9.88
2,190 Std. Units ® pH 7.60
60 Std. Units @ pH 7.11
55 Std. Units @ pH 7.60
0835 Downstream 81 Std. Units @ pH 7.63
78 Std. Units @ pH 7.60

awe)
else
RESEARCh & ANALyTiCA1
LABORATORIES, INC.
Anolyticat/Process Consuflollons
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
704423 06/02/11 0730 Effluent 586 Std. Units @ pH 8.47
583 Std. Units @ pH 7.60
704424 06/02/11 0600 Influent 8,226 Std. Units @ pH 9.26
8,854 Std. Units @ pH 7.60
704425 06/02/11 0800 Upstream 55 Std. Units @ pH 7.23
65 Std. Units @ pH 7.60
704426 06/02/11 0815 Downstream 85 Std. Units @pH 7.48
90 Std. Units @ pH 7.60
705014 06/09/11 0930 Effluent 575 Std. Units @ pH 8.38
579 Std. Units @ pH 579
705015 06/09/11 0600 Influent 2,112 Std. Units @ pH 9.9
2,441 Std. Unitrs @ pH 7.60
705016 06/09/11 0800 Upstream 71 Std. Units @ pH 7.24
54 Std. Units @ pH 7.60
705017 06/09/11 0815 Downstream 80 Std. Units @ pH 7.4
85 Std. Units @ pH 7.60
705610 06/16/11 0730 Effluent 736 Std. Units @ pH 8.61
680 Std. Units @ pH 7.60
705611 06/16/11 0600 Influent 3,706 Std. Units @ pH 9.64
3,457 Std. Units @ pH 7.60
705612 06/16/11 0800 Upstream 66 Std. Units @ pH 7.43
79 Std. Units @ pH 7.60
705613 06/16/11 0815 Downstream 100 Std. Units @ pH 7.78
98 Std. Units @ pH 7.60
706117 06/23/11 0730 Effluent 480 Std. Units @ pH 8.79
473 Std. Units @ pH 7.60
706118 06/23/11 0600 Influent 7,360 Std. Units @ pH 9.74
6,855 Std. Units @ pH 7.60
706119 06/23/11 0825 Upstream 68 Std. Units @ pH 7.43
81 Std. Units @ pH 7.60
706120 06/23/11 0845 Downstream 94 Std. Units @ pH 7.63
95 Std. Units @ pH 7.60

RESEARCh & ANALYTICAL
LAbORATORiES, INC.
Analylicol/Process Consullalions
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
706603 06/30' II 0730 Effluent 482 Std. Units a pl 18.73
468 Std. Units .'a pH 7.60
706604 06/30/11 06(111 Influent 3.547 Std. Units a p11 9.97
4,573 Std. Units a pH 7.60
706605 06/30/11 0810 Upstream 80 Std. Units (0 pFl 7.23
74 Units rr pH 7.60
706606 06/30/11 0825 Downstream • 107 Std. Units (a pH 7.60
107 Std. Units @ pH 7.60
707193 07/07/11 0730 Effluent 878 Std. Units 'a pi 18.79
885 Std. Units ff., 7.60
707194 07/07/11 0600 Influent 149 Std. Units a pi 1 8.35
161 Std. Units 'a pH 7.60
707195 07/07/11 0800 Upstream 89 Std. Units/0 pH 7.27
84 Std. Units !ll;. pH 7.60
707196 07/07/11 0815 Downstream 70 Std. Units (it; pH 7.31
62 Std. Units (cn pH 7.61)
707838 07/14/11 0730 Effluent 471 Std. Units (.0! pH 8.66
485 Std. Units (a: pH 7.60
707839 07/14/11 0600 Influent 4,693 Std. Units (a pH 9.79
4,776 Std. Units 4 pH 7.60
707840 07/14/11 0800 Upstream 177 Std. Units (rt; pH 6.68
169 Std. Units �u. pH 7.60
707841 07/14/11 0815 Downstream 206 Std. Units 44 pH 7.17
208 Std. Units (ir pH 7.60
708374 07/21/11 0730 Effluent 3 Std. Units ( pH 8.62
769 Std. Units (i%. pH 7.60
708375 07/21/11 0605 Influent 4,212 Std. Units (err. pli-ge9r l t $S
4.661 Std. Units (a) pH 7.60
708376 07/21/11 0830 l:parc;tn 76 Std. Units 4 pH 7.57
67 Std. Units 4 pH 7.60

4
•
6111
RESEARCh & ANALyTICAL
LABORATORIES, INC.
Andyttcai/Pirooess Consultations
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
708377 07/21/11 0845 Downstream 86 Std. Units @ pH 7.67
88 Std. Units @ pH 7.60
708936 07/28/11 0730 Effluent 804 Std. Units @ pH 8.69
810 Std. Units @ pH 7.60
708937 07/28/11 0600 Influent 3,503 Std. Units @ pH 9.43
3,248 Std. Units ® pH 7.60
708938 07/28/11 0830 Upstream 68 Std. Units @ pH 7.38
70 Std. Units @ pH 7.60
708939 07/28/11 0845 Downstream 100 Std. Units @ pH 7.68
99 Std. Units ® pH 7.60
709486 08/04/11 0730 Effluent 707 Std. Units @ pH 8.5
702 Std. Units @ pH 7.60
709487 08/04/11 0600 Influent 3,800 Std. Units @ pH 9.47
3,793 Std. Units @ pH 7.60
709488 08/04/11 0825 Upstream 61 Std. Units @ pH 6.97
69 Std. Units ® pH 7.60
709489 08/04/11 0840 Downstream 76 Std. Units @ pH 7.54
81 Std. Units @ pH 7.60
710022 08/11/11 0730 Effluent 618 Std. Units @ pH 8.48
591 Std. Units @ pH 7.60
710023 08/11/11 0600 Influent 5,362 Std. Units @ pH 9.63
5,234 Std. Units ® pH 7.60
710024 08/11/11 0835 Upstream 95 Std. Units @ pH 7.06
97 Std. Units ® pH 7.60
710025 08/11/11 0845 Downstream 90 Std. Units @ pH 7.07
110Std. Units @pH7.60
710518 08/18/11 0730 Effluent 653 Std. Units @ pH 8.35
670 Std. Units @ pH 7.60
710519 08/18/11 0600 Influent 4,854 Std. Units @ pH 9.59
5,456 Std. Units @ pH 7.60
710520 08/18/11 0835 Upstream 64 Std. Units @ pH 7.03
63 Std. Units @ pH 7.60

00
RESEARCH & ANALyTicAl
LABORATORIES, INC.
AnatyNcal/Process Consuttatlons
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/121
Sample Number Date Collected Time Collected Sample Source Results
710521 08/18/11 0850 Downstream 77 Std. Units @ pH 7.64
80 Std. Units @ pH 7.60
711143 08/25/11 0730 Effluent 714 Std. Units @ pH 8.39
715 Std. Units @ pH 7.60
711144 08/25/11 0600 Influent 3,845 Std. Units @ pH 9.3
4,601 Std. Units @ pH 7.60
711145 08/25/11 0815 Upstream 76 Std. Units @ pH 6.39
81 Std. Units @ pH 7.60
711146 08/25/11 0830 Downstream 78 Std. Units @ pH 7.61
84 Std. Units @ pH 7.60
711589 09/01/11 0600 Influent 4,426 Std. Units @ pH 9.27
4,660 Std. Units @ pH 7.60
711590 09/01/11 0730 Effluent 658 Std. Units @ pH 8.47
644 Std. Units @ pH 7.60
711591 09/01/11 0820 Upstream 58 Std. Units @ pH 7.22
58 Std. Units @ pH 7.60
711592 09/01/11 0835 Downstream 79 Std. Units @ pH 7.82
80 Std. Units @ pH 7.60
712085 09/08/11 0730 Effluent 515 Std. Units @ pH 8.94
506 Std. Units @ pH 7.60
712086 09/08/11 0600 Influent 3,599 Std. Uniys @ pH 9.28
3,628 Std. Units @ pH 7.60
712087 09/08/11 0810 Upstream 87 Std. Units @ pH 6.99
93 Std. Units @ pH 7.60
712088 09/08/11 0825 Downstream 82 Std. Units @ pH 7.5
93 Std. Units @ pH 7.60
712783 09/15/11 0930 Effluent 610 Std. Units @ pH 8.59
608 Std. Units @ pH 7.60
712784 09/15/11 0600 Influent 2,495 Std. Units @. pH 9.42
2,428 Std. Units @ pH 7.60
712785 09/15/11 0830 Upstream 81 Std. Units @ pH 6.78
74 Std. Units @ pH 7.60
712786 09/15/11 0845 Downstream 103 Std. Units @ pH 7.45
100 Std. Units @ pH 7.60

RESEARCH & ANALyTICAL
LABORATORIES, INC.
MOtyticd/Proce3S ConsuttatIonS
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
713495 09/22/11 0730 Effluent 1,302 Std. Units ® pH 8.56
1,283 Std. Units @ pH 7.60
713496 09/22/11 0600 Influent
713497 09/22/11 0815 Upstream
713498 09/22/11 0830 Downstream
714169 09/29/11 0730 Effluent
714170 09/29/11 0600 Influent
714171 09/29/11 0800 Upstream
4,528 Std. Units @ pH 9.7
4,896 Std. Units @ pH 7.60
166 Std. Units @ pH 6.75
176 Std. Units @ pH 7.60
193 Std. Units @ pH 6.75
201 Std. Units @ pH 7.60
585 Std. Units ® pH 8.43
585 Std. Units @ pH 7.60
4,652 Std. Units ® pH 9.59
5,603 Std. Units @ pH 7.60
58 Std. Units @ pH 6.46
59 Std. Units @ pH 7.60
714172 09/29/11 0820 Downstream 80 Std. Units @ pH 6.26
81 Std. Units @ pH 7.60
714870 10/06/11 0730 Effluent 576 Std. Units @ pH 8.54
569 Std. Units @ pH 7.60
714871 10/06/11 0730 Influent 3,308 Std. Units @ pH 9.24
3,302 Std. Units @ pH 7.60
714872 10/06/11 0825 Upstream 51 Std. Units @ pH 6.73
53 Std. Units @ pH 7.60
714873 10/06/11 0835 Downstream 85 Std. Units ® pH 8.0
77 Std. Units (4)pH 7.60
715580 10/13/11 0730 EfflueS
715581 10/13/11 0600 Influent
715582 10/13/11 0820 Upstream
715583 10/13/11 0835 Downstream
716221 10/20/11 0730 Effluent
529 Std. Units @ pH 8.61
529 Std. Units @ pH 7.60
4,910 Std. Units @ pH 9.4
5,204 Std. Units @ pH 7.60
73 Std. Units @ pH 7.01
73 Std. Units @ pH 7.60
118 Std. Units @ pH 7.5
115 Std. Units @ pH 7.6
519 Std. Units @ pH 7.8
529 Std. Units @ pH 7.60

00
000
. RESEARCN & ANAlyTicAL
LAbORATORIES, INC.
Analyttcd/Process con attars
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/121
Sample Number Date Collected Time Collected Sample Source Results
716222 10/20/11 0600 Influent
716223 10/20/11 0800 Upstream
716224 10/20/11 0815 Downstream
4,912 Std. Units ® pH 9.29
5,352 Std. Units @ pH 7.60
73 Std. Units @ pH 6.68
79 Std. Units @ pH 7.60
134 Std. Units @ pH 7.51
139 Std. Units ® pH 7.60
716774 10/27/11 0730 Effluent 664 Std. Units ® pH 8.56
'-► 668 Std. Units @ pH 7.60
716775 10/27/11 0600 Influent 3,181 Std. Units @ pH 9.78
3,224 Std. Units ® pH 7.60
716776 10/27/11 0820 Upstream 69 Std. Units ® pH 6.82
68 Std. Units @ pH 7.60
716777 10/27/11 0835 Downstream 65 Std. Units @ pH 7.49
88 Std. Units @ pH 7.60
717322 11/03/11 0730 Effluent 630 Std. Units @ pH 8.49
�i 671 Std. Units @ pH 7.60
717323 11/03/11 0600 Influent 1,585 Std. Units @ pH 9.85
1,561 Std. Units @ pH 7.60
717765 11/10/11 0730 Effluent 511 Std. Units @ pH 8.5
506 Std. Units @ pH 7.60
717766 11/10/11 0600 Influent 2,043 Std. Units ® pH 8.63
2,111 Std. Units ® pH 7.60
718428 11/17/11 0730 Effluent 547 Std. Units @ pH 8.5
563 Std. Units @ pH 7.60
718429 11/17/11 0600 Influent 4,247 Std. Units @ pH 9.58
4,479 Std. Units @ pH 7.60
718707 11/22/11 0730 Effluent 576 Std. Units @ pH 8.53
..------" 573 Std. Units a@ pH 7.60
718708 11/22/11 0600 Influent 2,327 Std. Units @ pH 9.92
2,557 Std. Units @ pH 7.60
719261 12/01/11 0935 Effluent 471 Std. Units @ pH 8.66
..-------~ 463 Std. Units @ pH 7.60

•
00
000
RESEARCH ANALyTICAL
LABORATORIES, INC.
andytkdmPmocesss Coruuaattons
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/121
Sample Number Date Collected Time Collected Sample Source Results
719262 12/01/11 0600 influent 4,407 Std. Units ® pH 9.7
4,337 Std. Units ® pH 7.60
719875 12/08/11 0930 Eft _,
719876 12/08/11 0600 Influent
720518 12/15/11 0730 Effluent
720519 12/15/11 0600 Influent
721008 12/22/11 0730 Effluent
721009 12/22/11 0600 Influent
721293 12/29/11 0700 Effluent
_^
721294 12/29/11 * 0600 Influent
721767 01/05/12 0730 Effluent
721768 01/05/12 0600 Influent
722407 01/12/12 0730 Effluent
722408 01/12/12 0600 Influent
722927 01/19/12 1000 Effluent
722928 01/19/12 0600 Influent
723467 01/26/12 1000 Effluent
723468 01/26/12 0600 Influent
483 Std. Units ® pH 9.76
464 Std. Units ® pH 7.60
2,190 Std. Units @ pH 10.04
2,068 Std. Units @ pH 7.60
487 Std. Units @ pH 8.57
472 Std. Units @ pH 7.60
5,732 Std. Units @ pH 9.57
6,146 Std. Units @ pH 7.60
468 Std. Units @ pH 8.53
454 Std. Units ® pH 7.60
2,848 Std. Units® pH 9.53
3,152 Std. Units ® pH 7.60
219 Std. Units @ pH 8.57
219 Std. Units @ pH 7.60
341 Std. Units ® pH 8.45
341 Std. Units @ pH 7.60
413 Std. Units ® pH 8.57
349 Std. Units ® pH 7.60
4,866 Std. Units @ pH 9.69
5,124 Std. Units @ pH 7.60
412 Std. Units @ pH 8.63
433 Std. Units @ pH 7.60
5,718 Std. Units @ pH 9.77
6,725 Std. Units @ pH 7.60
448 Std. Units @ pH 8.74
453 Std. Units ® pH 7.60
10,250 Std. Units ® pH 9.58
9,624 Std. Units @ pH 7.60
524 Std. Units @ pH 8.58
540 Std. Units @ pH 7.60
5,625 Std. Units @ pH 9.64
6,231 Std. Units @ pH 7.60

RESEARCh & ANALyTiCAL
LAbORATORiES, INC.
Analytical/Process Consultations
Revised Color ADMI Data for Delta Apparel (04/07/11 to 03/15/12)
Sample Number Date Collected Time Collected Sample Source Results
723967 02/02/12 0730 Effluent 534 Std. Units @ pH 8.6
537 Std. Units @ pH 7.60
t•
723968 02/02/12 0600 Influent 5,635 Std. Units ® pH 9.82
6302 Std. Units @ pH 7.60
724553 02/09/12 0730 Effluent 411 Std. Units ® pH 8.62
416 Std. Units @ pH 7.60
724554 02/09/12 0600 Influent 3,108 Std. Units @ pH 9.53
3,242 Std. Units @ pH 7.60
725023 02/16/12 0730 Effluent 410 Std. Units @ pH 8.78
395 Std. Units @ pH 7.60
725024 02/16/12 0600 Influent 2,777 Std. Units ® pH 9.93
2,839 Std. Units @ pH 7.60
725494 02/23/12 0730 Effluent 184 Std. Units @ pH 8.22
185 Std. Units @ pH 7.60
725495 02/23/12 0600 Influent 154 Std. Units @ pH 8.31
157 Std. Units ® pH 7.60
725861 03/01/12 0730 ' Effluent 262 Std. Units ® pH 8.63
255 Std. Units ® pH 7.60
725862 03/01/12 0600 Influent 3,317 Std. Units ® pH 10.15
3,488 Std. Units @ pH 7.60
726384 03/08/12 0930 Effluent 538 Std. Units ® pH 8.54
516 Std. Units @ pH 7.60
726385 03/08/12 0600 Influent 5,766 Std. Units ® pH 9.82
6,392 Std. Units ® pH 7.60
726970 03/15/12 0730 Effluent 278 Std. Units @ pH 8.5
298 Std. Units @ pH 7.60
726971 03/15/12 0600 Influent 5,305 Std. Units ® pH 9.68
5,206 Std. Units ® pH 7.60

DEL TA
APPAREL, INCORPORATED
11/3/10
VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED
NC DENR / Division of Water Quality
Surface Water Protection Section / NPDES-West
ATTN: Ms. Julie A. Grzyb
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Request for NPDES Permit Renewal
NPDES Permit No. NC0006190 — Catawba County
Dear Ms. Grzyb:
Enclosed is an application in triplicate requesting that our wastewater treatment plant's current
NPDES Permit be renewed when it expires on May 31, 2011. This renewal will allow Delta
Apparel -Maiden to continue our operations and meet current and projected product demands
from our customers and to continue our plant employment levels.
Our wastewater treatment facility is currently permitted for a monthly average flow of 1.1 million
gallons per day, and we are requesting that our permit be renewed at this level. There have been
no changes to our facility or treatment plant operations since our last permit modification request
in March 2009.
The enclosed three (3) documents each include the following:
• EPA General Form 1 and attached topographic map
• EPA Form 2C and attachments
• Effluent Priority Pollutant Analysis
If there are any questions about this submission, or if you require additional information, please
contact either Jackie Harvell of Delta Apparel -Maiden at 828-428-9921, extension 235, or our
environmental consultant contact, Charles Blackwell of Applied Water Technology, Inc., at 919-
418-6651.
We appreciate the ongoing cooperation of the NPDES — West Permit Unit and look forward to
working with you concerning our permit renewal request. Please make every effort to process
our application as soon as possible. Thank you.
Yours truly,
Steve Slaughter
Plant Manager
NOV -82010
--- c3 G:TA_1 f YBRANCA
100 W. Pine Street • P.O. Box 37 • Maiden, N.C. 28650 • [phone] • FAX [phone]
Change your shirt.

0
WATER FLOW SCHEMATIC
DELTA APPAREL, INC. <> MAIDEN, NC
Water Intake from Town of Maiden
392.96 MG
Delta Apparel, Inc.
30.11 MG
•
Boilers
0.78 MG
Blowdown
355.88 MG
29.33 MG
Steam
Dyeing & Finishing
3.17 MG
3.80 MG
Restrooms
Maiden
Sewer
7.24 MG
Cooling Towers
2.86 MG
To Atmosphere
377.97 MG
Heat Exchanger
Steam & Dryer
Evaporation to
Atmosphere
0.31 MG
379.06 MG
•
Delta Apparel, Inc.
Wastewater Treatment Plant
NPDES No. NC0006190
376.21 MG
Discharge from Outfall No. 001
to Clark Creek
Blowdown
2.85 MG Water in Land
Application of
2.95% Solids
Sludge
Water Volumes Shown Are Based On CY2008 Totals For 347 Days of Operation Out of 366 Days
MG = Million Gallons

WASTEWATER TREATMENT PLANT SCHEMATIC
DELTA APPAREL, INC. <> MAIDEN, NC
Aeration Basin #2
Vol. = 1,250,000 gallons
(3) 50 H.P. Floating Aerators
180' L x 90' W x 12' D
0.55 MGD
Bar
Screen
Polymer Feed
Points
Aeration Basin #1
Vol. = 1,250,000 gallons
(3) 50 H.P. Floating Aerators
180' L x 90' W x 12' D
0.55 MGD
Sludge Retum
r
Flocculent
38 Ft. Dia.
10 Ft. Sidewater Depth
Waste Sludge
Sludge Return
Floccltent
Sludge
T P.S.
Chlorine Contact
& 2.0 MGD Flow Meter
c"1"--
Sludge Storage Lagoon
Surface Area = 49,170 Sq. Ft.
1.8 MG Holding Capacity
(5) 7.5 HP Surface Aerators
(2) 5 HP Surface Aerators
Reaeration Basin
(2)10 H.P. Floating Aerators
1.5 MGD Effluent
Flow
Measurement
Device
Clark Creek Discharge No. 001
(7,500 Ft. From Effluent & Flow
Measurement & Sampler)
DELTA APPAREL, INC.
CATAWBA COUNTY
MAIDEN, NC
NPDES PERMIT NO. NC0006190

PRESENT WWTP OPERATING STATUS
DELTA APPAREL, INC.
Wastewater from the dye and bleaching process goes to the heat
reclaimer equipment for heat recovery from the hot (120°F)
wastewater. Lint is filtered at this point before being
discharged to the WWTP. Wastewater enters the WWTP through a bar
screen, then goes into dual aeration basins. Each aeration basin
is 180 feet long by 90 feet wide by 12 feet deep, and contains
1,250,000 gallons with 54.55 hours retention at 1.1 MGD of total
plant flow. Polymer for color removal is added to the flow
leaving the aeration basins. From aeration, the flow goes into
dual clarifiers to settle solids, where a flocculation agent is
added to the center -well of each clarifier. Each clarifier is 38
feet in diameter and 10 feet deep with a capacity of 80,000
gallons. From the clarifiers the flow goes through the old
chlorine contact chamber and a float and cable flow recorder.
From here, the flow goes into the post aeration basin that is 50
feet long and 25 feet wide and 9 feet deep with a capacity of
84,000 gallons. The flow then goes to the parshall flume with an
ISCOe flow recorder and refrigerated composite sampler. From
here, the flow travels 7,500 feet through a 14-inch gravity line
(Outfall No. 001) discharging to Clark Creek.
DELTA APPAREL, INC.
CATAWBA COUNTY
MAIDEN, NC
NPDES PERMIT NO. NC0006190

•
SLUDGE MANAGEMENT PLAN NARRATIVE
DELTA APPAREL, INC.
Solids that settle and thicken in the clarifiers are wasted at a
rate of 50,000 gallons-100,000 gallons per week. The waste rate
can vary with the mixed liquor total solids, flow, and sludge
depth in the clarifiers. Sludge is wasted into the sludge
storage lagoon, which has a capacity of approximately 1,800,000
gallons. During wasting and storage, the sludge is aerated with
seven (7) surface aerators. Decant is pumped back into the
aeration basins. When the lagoon nears capacity, a professional
contractor hauls the solids to various sections on 240 acres of
pasture for land application. Land application of these
biosolids is carried out within the regulations of Permit No.
WQ0006984.
DELTA APPAREL, INC.
CATAWBA COUNTY
MAIDEN, NC
NPDES PERMIT NO. NC0006190

1
UPDATED WASTEWATER FLOW AND PRODUCTION DATA
JANUARY 2009 THROUGH SEPTEMBER 2010
Wastewater Flow
Month/Year
Maximum Daily
Flow (MG)
Monthly Average
Flow (MGD)
Monthly Cloth
Production
(1 x 106 Lbs.)
January 2009
1.142
0.690
1.704
February 2009 r
1.065
0.735
1.622
March 2009
1.097
0.934
2.352
April 2009
1.099
0.810
2.004
May 2009
1.054
0.752
2.075
June 2009
0.896
0.787
2.210
July 2009
0.932
0.751
2.097
August 2009
0.899
0.749
2.191
September 2009
0.967
0.857
2.273
October 2009
0.980
0.916
2.568
November 2009
1.046
0.905
2.381
December 2009
0.941
0.719
1.836
January 2010
1.301
0.897
2.221
February 2010
1.155
0.922
2.093
March 2010
0.989
0.871
2.259
April 2010
1.115
0.975
2.505
May 2010
1.087
0.939
2.480
June 2010
1.075
0.920
2.226
July 2010
0.976
0.872
2.337
August 2010
1.104
0.957
2.221
September 2010
1.126
0.944
2.067
2009Total Flow = 270.10 MG & Total 9-Month Flow for 2010 = 250.24 MG
Cloth Production
Year
Total
2007
32,877,000 lbs.
2008
30,185,750 Ibs.
2009
25,312,200 lbs.
2010 (Through September)
20,408,780 lbs. [9 months]
2010 Estimate (pro -rated to 12 months)
27,211,710 lbs. (12-mo. estimate)
DELTA APPAREL, INC.
CATAWBA COUNTY
MAIDEN, NC
NPDES PERMIT NO. NC0006190