NC0000094_NC000094_Complete File_20160301_20160301

0302,
Weaver, Charles
From: Wiggs, Linda
Sent: Tuesday, March 01, 2016 10:00 AM
To: Weaver, Charles
Subject: RE: NC0000094 - Fletcher Warehousing rescission request
I have not heard anything either, I agree with making it inactive. Thanks Charles.
Ark it
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources 4
828 296 4500 office
828 299 7043 fax
Email: linda.wiggs(@ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
A01.- -'y Nothing Compares,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Weaver, Charles
Sent: Tuesday, March 01, 2016 9:16 AM
To: Grzyb, Julie <[e-mail]>; Wiggs, Linda <[e-mail]>; Sledge, Bob
<[e-mail]>
Subject: FW: NC0000094 - Fletcher Warehousing rescission request
I never received anything from Fletcher, so I'm going to Inactivate the permit. If there's any reason I shouldn't, let me
know by close of business today.
CHW
From: Weaver, Charles
Sent: Monday, October 26, 2015 10:11 AM
To: Wiggs, Linda <[e-mail]>
Cc: Grzyb, Julie <][e-mail]>; Davidson, Landon <[e-mail]>; Sledge, Bob
([e-mail]) <[e-mail]>
Subject: RE: NC0000094 - Fletcher Warehousing rescission request
Julie and I just talked. She had the permit file, and she had discussed the lagoons with the law firm handling the facility.
Reading their letter more closely, the attorneys asked for a "suspension" of the permit and its monitoring
requirements. I can provide that, along with what options are available to the current [or future] owners.

.,O: x
The current situation is:
NC0000094 will expire on 11/30/2015.
y To date, we have received no request to renew the permit. If no renewal request is received by 11/30/2015, the
permit will automatically become Inactive on 12/1/2015 [per 40 CFR 122.41 (b)].
Y The outfall line has been sealed; the existing wastewater discharge has ceased, permanently.
v Domestic waste from the facility bathrooms is disposed of via sanitary sewer.
If permit renewal is requested, we could renew it simply to give the permittee the option of discharge in the
future. We've done this many times in the past. We could make characterization of the lagoon sludge and/or lagoon
water a requirement for the renewal.
If NC0000094 becomes Inactive, a new owner could request a new NPDES permit for the facility. They would have to
prepare an EAA [guidance attached]. Due to existing conditions at the site, the EAA must include char#eterization of
any solids remaining in the lagoons, as well as analyses of the lagoon water.
I'm going to write the attorneys a letter explaining this, as much for our files as theirs. They can also provide my letter
to any purchaser of the facility.
After that, I'll wait. If I don't get an application by 11/30/2015, the permit will be made Inactive on 12/1/2015.
CHW
From: Wiggs, Linda
Sent: Monday, October 26, 2015 9:45 AM
To: Weaver, Charles <[e-mail]>
Cc: Grzyb, Julie <][e-mail]>
Subject: RE: NC0000094 - Fletcher Warehousing rescission request
You need to check with Julie Grzyb to see if she got a response from the owner about their
-Q" ��
Environmental Senior Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
828 299 7043 fax
Email: Iinda.wiggs(&ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
C.-
-7:---- Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Weaver, Charles
Sent: Monday, October 26, 2015 8:27 AM
To: Wiggs, Linda <[e-mail]>

Cc: Davidson, Landon <[e-mail]>
Subject: FW: NC0000094 - Fletcher Warehousing rescission request
Linda — can I rescind this one?
Thanks,
CHW
From: Bowden, Kevin
Sent: Thursday, October 22, 2015 11:17 AM
To: Weaver, Charles <[e-mail]>
Subject: FW: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Hi Charles, attached is a 4/22/15 letter that went to the files and bypassed you. The inspection summary tab in BIMS
from Linda Wiggs' last inspection (4/14/15) indicates another letter dated 5/4/15 was sent to the division
requesting the permit be rescinded. I did not see the 5/4/15 letter in the file. Can we go ahead and
rescind? Thanks. kevin
From: Bowden, Kevin
Sent: Thursday, October 22, 2015 10:38 AM
To:'Charlie Owen' <[e-mail]>
Subject: RE: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Mr. Owen,
Thank you for your response. We currently have the permit listed as active in our database and that's why I sent my
email.
I'll follow up with Central Office Staff concerning permit status and the 4/22/15 letter from Mr. Fisher to the Asheville
Regional Office. kevin
From: Charlie Owen [mailto:[e-mail]]
Sent: Thursday, October 22, 2015 10:22 AM
To: Bowden, Kevin <[e-mail]>
Cc: Perry Fisher <[e-mail]>
Subject: Re: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Kevin,
Our Permit expires in November. We have been on a sanitary sewer system for over a year and have not
received or discharged effluent because pipes were sealed at each end and inspected. DENR was notified and
inspected the facility.
Regards,
Charlie Owen
Fletcher Warehousing Company
4600 Hendersonville Road
Post Office Box 188
Fletcher, NC 28732
Office Phone [phone]
Cell Phone [phone]
Fax [phone]

l
CONFIDENTIALITY NOTICE: This e-mail is intended only for the addressee named above. It contains information that is privileged, confidential or otherwise
protected from use and disclosure. If you are not the intended recipient, you are hereby notified that any review, disclosure, copying, or dissemination of this
transmission, or taking of any action in reliance on its contents, or other use is strictly prohibited. If you have received this transmission in error, please reply to the
sender listed above immediately and permanently delete this message from your inbox. Thank you for your cooperation.
On Oct 22, 2015, at 9:47 AM, Bowden, Kevin wrote:
Mr. Owen,
Our database shows the subject invoice is overdue and has not been paid. Perhaps a check has been
cut, but has not yet posted.
Can you please check with accounts payable, determine payment status and notify me of your
findings?
Thanks and please feel free to contact me if you have any questions.
kevin
Kevin Bowden
Environmental Senior Specialist
N.C. Division of Water Resources
N.C. Department of Environmental Quality
919-807-6397 office
kevin.bowden(d-)ncdenr.gov
(physical address) 512 North SalisburyStreet, Raleigh, NC 27604
(mailing address) 1617 Mail Service Center, Raleigh, NC 27699-1617
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
<_FletcherWarehousing_2015.pdf>

KIZ-
North Carolina Department of Environmental Quality
Pat McCrory
Governor
Mr. W. Perry Fisher II
Fisher — Stark - Cash
35 N Market St
Asheville, NC 28801
Dear Mr. Fisher:
Donald R. van der Vaart
Secretary
October 26, 2015
Subject: Waiver of Monthly Reporting Requirement
NPDES Permit NC0000094
Fletcher Warehousing Company
Henderson County
The Division has reviewed your request to suspend submission of monthly Discharge Monitoring
Reports (DMRs). We apologize for the length of time in handling your request, but the unique
circumstances at the facility required extensive discussion. We appreciate your patience. This
letter also serves to notify you of the options for the facility and its existing permit.
After considering the recommendations of the staff in the Asheville Regional Office, I have agreed
to waive the requirement to submit monthly DMRs for the subject facility, effective October 1,
2015. The DMRs up through (and including) September 2015 should be submitted as usual
Be advised that if any wastewater discharge occurs, the discharge must be monitored as per the
terms of the NPDES permit and other applicable rules or statutes. Please keep the Asheville
Regional Office apprised of any pertinent developments that arise regarding this facility,
especially if the discharge is re -activated.
While requirements for operator visitation, monitoring and reporting are being waived, you are
still required to pay the Annual Administering and Compliance Monitoring Fee that is associated
with this and all NPDES permits.
Currently:
➢ The facility's outfall line has been sealed; the permitted wastewater discharge has ceased.
➢ Domestic waste from the facility bathrooms is disposed of via sanitary sewer.
A decision must be made promptly regarding renewal of NC0000094:
➢ NC0000094 will expire on 11/30/2015.
➢ To date, the Division has received no request to renew the permit. If no renewal request
is received by 11/30/2015, the permit will automatically become Inactive on 12/1/2015 [per
40 CFR 122.41 (b)]. Any wastewater discharge after 11/30/2015 would be illegal, if
permit renewal were not requested.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: www.ncwater.org
An Equal Opportunity/Affirmative Action Employer — 501/6 Recycled/101/o Post Consumer Paper

NC0000094
DMR Submittal Waiver
October 2015
If permit renewal is requested, the Division may renew it to give the permittee the option of
discharge in the future. We have done this several times for industrial, private, and municipal
permittees.
Alternatively, if NC0000094 becomes Inactive, the facility could request a new NPDES permit at
a later date. A new NPDES permit application must include an Engineering Alternatives
Analysis (EAA) [guidance attached]. Due to existing conditions at the site, the EAA must
include characterization of any solids remaining in the lagoons, as well as analyses of
the lagoon water.
If you have any questions about the permit renewal process, contact Charles H. Weaver at 919
807-6391 or via e-mail [[e-mail]]. If you have any other questions regarding
the existing permit requirements, or other technical matters regarding the permit, contact Julie
Grzyb at 919 807-6389 or via e-mail [[e-mail]].
Sincerely,
44 C/j- iector
Jay Zimme P,
ivision of Water Resources
cc: Central Files
Asheville Regional Office / Linda Wiggs
NPDES Files
Charles D. Owen / Fletcher Warehousing Company [e-copy]
2

FIS14ER STARK
CASH-
ATTORNEYS
April 22, 2015
RE EIVED
Division of Water Resources
MAY - 4 2016
Water Quality Regional operations
AsheAL0 Re Tonal Office
Linda Wigs
Environmental Senior Specialist
North Carolina Department of Environment and Natural Resources
Asheville Regional Office
Division of Water Resources, Water Quality, Regional Operations
2090 US Highway 70
Swannanoa, North Carolina 28778
Re: Discharge Permit No. 0000094
Fletcher Warehousing
Dear Ms. Wigs:
-This firm represents the above referenced license Permitee. As such we have
been directed to communicate with you concerning a suspension of the permit.
It is my understanding that your office reeently confirmed that the former
waste water.treatment facility operating pursuant to the above permit .is no longer
receiving or discharging waste water. The discharge pipe has been sealed and the
facility is no longer receiving any waste water discharge from any point -source
location. For that reason, the permit is no longer actively needed and we would
respectively request that the permit be suspended until further discharge activities
occur, if ever in the future.
Pursuant to that suspension it is my understanding that the, Permitee will no
longer be remitting any monthly or annual permit fees and the facility will no longer
be subject to ongoing. monitoring. If my understanding is in error, please let me
know as soon as possible. If you have any questions or if I can be of assistance to
you in this or any other matter please do not hesitate to call upon me. S
W vlrec
Fishy':
Sar ..
,k
35 North Market Street • Asheville, NC 28801 • 828.505.4300. www.fisherstark.com

Weaver, Charles
From:
Bowden, Kevin
Sent:
Thursday, October 22, 2015 11:17 AM
To:
Weaver, Charles
Subject:
FW: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Attachments:
NC0000094_4.22.15_rescissionrquest. pdf
Hi Charles, attached is a 4/22/15 letter that went to the files and bypassed you. The inspection summary tab in BIMS
from Linda Wiggs' last inspection (4/14/15) indicates another letter dated 5/4/15 was sent to the division
requesting the permit be rescinded. I did not see the 5/4/15 letter in the file. Can we go ahead and
rescind? Thanks. kevin
From: Bowden, Kevin
Sent: Thursday, October 22, 2015 10:38 AM
To: 'Charlie Owen' <[e-mail]>
Subject: RE: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Mr. Owen,
Thank you for your response. We currently have the permit listed as active in our database and that's why I sent my
email.
I'll follow up with Central Office Staff concerning permit status and the 4/22/15 letter from Mr. Fisher to the Asheville
Regional Office. kevin
From: Charlie Owen [mailto:[e-mail]]
Sent: Thursday, October 22, 2015 10:22 AM
To: Bowden, Kevin <[e-mail]>
Cc: Perry Fisher <[e-mail]>
Subject: Re: DEQ/DWR - Overdue Annual Permit Fee - NC0000094 - Fletcher Warehousing
Kevin,
Our Permit expires in November. We have been on a sanitary sewer system for over a year and have not
received or discharged effluent because pipes were sealed at each end and inspected. DENR was notified and
inspected the facility.
Regards,
Charlie Owen
Fletcher Warehousing Company
4600 Hendersonville Road
Post Office Box 188
Fletcher, NC 28732
Office Phone [phone]
Cell Phone [phone]
Fax [phone]
CONFIDENTIALITY NOTICE: This e-mail is intended only for the addressee named above. It contains information that is privileged, confidential or otherwise
protected from use and disclosure. If you are not the intended recipient, you are hereby notified that any review, disclosure, copying, or dissemination of this

FISHER STARK
C A. S H
A T T U R N L V S
April 22.2015
Linda Wigs
Environmental Senior Specialist
North Carolina Department of Environment and Natural Resources
Asheville Regional Office
Division of Water Resources, Water Quality, Regional Operations
2090 US Highway 70
Swannanoa, North Carolina 28778
Re: Discharge Permit No. 0000094
Fletcher Warehousing
Dear Ms. Wigs:
This firm represents the above referenced license Permitee. As such we have
been directed to communicate with you concerning a suspension of the permit.
it is my understanding that your office recently confirmed that the former
waste water treatment facility operating pursuant to the above permit is no longer
receiving or discharging waste water. The discharge pipe has been sealed and the
facility is no longer receiving any waste water discharge from any point -source
location. For that reason, the permit is no longer actively needed and we would
respectively request that the permit be suspended until further discharge activities
occur, if ever in the future.
Pursuant to that suspension it is my understanding that the Permitee will no
longer be remitting any monthly or annual permit fees and the facility will no longer
be subject to ongoing monitoring. If my understanding is in error, please let me
know as soon as possible. If you have any questions or if I can be of assistance to
you in this or any other matter please do not hesitate to call upon me.
Very truly urs,
v
W. Perry Fishy. ,
WPFlrec
35 North Market Street • A4heville. NC 28801 • 828.505.4300 • wwwAiisherstark.com

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES + II (,IfIIII �II II Il'IIIIII III II II! IIII�I�` Illy
* 2 0 1 5 P R 0 0 8 6 0 6
INVOICE
Annual Permit Fee Open
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with
your permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's
operating status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid
permit is a violation and is subject to a $10,000 per day fine. if the permitmays revoked and be denied due you
chanater ges decide
environmental,
is
needed, you must reapply, with the understanding the perm' eq y _ 4
regulatory, or modeling conditions.
invoice Number: 2015PR008606
Permit Number: NC0000094
Henderson County
Fletcher Warehousing Company
Charles D. Owen III
Fletcher Warehousing Company
PO Box 188
Fletcher, NC 28732-018e
Notes
Annual Fee Period: 2015-10 2016-09-30
Invoice Date: 09109/2015
Due Date: 10/09/2015
Annual Fee: $860.00
&( RECEJVEDIUENRI `iAt
1. You may pay either by checklmoney order gR by electronic payment.
2. If payment is by check/money order, please remit payment to: 0�
SEP 2 1 21117
NCDENR - Division of Water Resources AC;
Attn: AnlmallDlschargelNon-Discharge Billing Water GjuaI4
1617 Mall Service Center j'emOng Section
1617
3.
4.
5.
6.
7.
Raleigh, NC 27699-
If payment is electronic, see httD //portal nc�enr oro/weblwalhot-topicslepavment for additional details. See
nically. eChecc transactions are allowed at this time. Credit card
ht1D:1/portal,ncdenr.org/weblwalevayment to pay electro
transactions are not accepted.
Please Include your Permit Number and Invoice Number on all correspondence.
A $25.00 processing fee will be charged for returned checks in accordance with North Carolina General Statute 25-3-512.
Non -Payment of this fee by the payment due date will initiate the permit revocation process.
Should you have any questions regarding this invoice, please contact the Annual Administering and Compliancfe Fee
Coordinator at 919-807-6316.
(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Invoice Number: 2015PR008606
Permit Number: NC0000094
Henderson County
Fletcher Warehousing Company
Charles D. Owen III
Fletcher Warehousing Company
PO Box 188
Fletcher, NC 28732-0188
i (IIII Illil IIII! ►IIII lilll! hill !li IIlII IILII!III I►III IIII Illl III►
* 2 0 1 5 P R 0 0 8 6 0 6
Open
Annual Fee Period: 2015-10-01 to 2016-09-30
Invoice Date: 9/9/2015
Due Date: 10/912015
Annual Fee: $860.00
Check Number: __

Grzyb, Julie
From: Grzyb, Julie
Sent: Friday, June 12, 2015 4:37 PM
To: Wiggs, Linda
Subject: lagoons at Fletcher Warehousing Company (formerly the Cranston Print Works
Company)
Attachments: 00094map.ppt
FYI — Linda, I meant to copy you on this.
Julie
From: Grzyb, Julie
Sent: Friday, June 12, 2015 3:21 PM
To: Burch, Brent
Subject: lagoons at Fletcher Warehousing Company (formerly the Cranston Print Works Company )
Brent,
There is a facility in Henderson County named Fletcher Warehousing Company that is requesting that their NPDES
permit for a domestic wastewater discharge be revoked since they have now connected that discharge to the MSD
sewer line. There is no problem with their request and we expect to proceed with rescinding the NPDES permit -
However, this faci►ity was formerly the Cranston Print Works Company which originally used the two treatment ponds
(-1 acre, total) to settle fly ash. When Fletcher took over in 1999 they discharged sanitary wastewaters to these ponds
prior to discharge to the French Broad River for many years. No process wastewaters. I am wondering — are you aware
of these ponds and do you have any record of sludge analysis performed on these ponds (lagoons) to determine if it is
hazardous? I do not want to rescind the permit if DWR or DWM should be collecting sludge data from the lagoons or
requiring some sort of closure. Any recommendations?
The facility is located at 4600 Hendersonville Highway (Route 25) in Fletcher, NC. A map showing where the ponds and
facility are located and the previous surface water discharge point is attached.
Thanks for your help on this matter,
Julie
Julie A. Grzyb, Environmental Engineer
NC DENR / Division of Water Resources / Water Quality Permitting
NPDES Complex Permitting, Wastewater Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk)
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be
disclosed to third parties.

FISHER STARK
C A S H
ATTORNEYS
April 22, 2015
Linda Wigs
Environmental Senior Specialist
North Carolina Department of Environment and Natural Resources
Asheville Regional Office
Division of Water Resources, Water Quality, Regional Operations
2090 US Highway 70
Swannanoa, North Carolina 28778
Re: Discharge Permit No. 0000094
Fletcher Warehousing
Dear Ms. Wigs:
RECEIVED/DENR/DWR
SFF w` d;1.015
Water Quality
Permitting Section
This firm represents the above referenced license Permitee. As such we have
been directed to communicate with you concerning a suspension of the permit.
It is my understanding that your office recently confirmed that the former
waste water treatment facility operating pursuant to the above permit is no longer
receiving or discharging waste water. The discharge pipe has been sealed and the
facility is no longer receiving any waste water discharge from any point -source
location. For that reason, the permit is no longer actively needed and we would
respectively request that the permit be suspended until further discharge activities
occur, if ever in the future.
Pursuant to that suspension it is my understanding that the Permitee will no
longer be remitting any monthly or annual permit fees and the facility will no longer
be subject to ongoing monitoring. If my understanding is in error, please let me
know as soon as possible. If you have any questions or if I can be of assistance to
you in this or any other matter please do not hesitate to call upon me.
Very truly urs,
v
W. Perryy
WPF/rec
35 Nortli Market Street • Asheville, NC 28801 • 828.505.4300 • www.fisherstark.com

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
INVOICE
Annual Permit Fee
IIII26'k141P0li0illli80'll'i�''
Open
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with
your permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's
operating status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid
permit is a violation and is subject to a $10,000 per day fine. If the permit is revoked and you later decide a permit is
needed, you must reapply, with the understanding the permit request may be denied due to changes in environmental,
reaulatory, or modeling conditions.
Invoice Number: 2015PR008606
Permit Number: NC0000094
Henderson County
Fletcher Warehousing Company
Charles D. Owen III
Fletcher Warehousing Company
PO Box CA S
FletcherCher,, N NC 28732-0188 ✓✓
Notes
Annual Fee Period: 2015-10 2016-09-30
invoice Date: 09109120T5
Due Date: 10/09/2015
Annual Fee: $860.00
RECEIVO1DENWWR
1. you may pay either by check/money order 03 by electronic payment.
2. if payment is by check/money order, please remit payment to: /I �� S E P b 1 219115
NCDENR - Division of Water Resources U
Attn: Animal/DischargelNon-Discharge Billing Water Quality
1617 Mail Service Center Peirrritting Section
Raleigh, NC 27699-1617
http /!portal ncdenr orglweb/wa/hot-topics/egavment for additional details. See
3. If payment is electronic, see
bU //portal ncdenr oro/weblwa/epayment to pay electronically. Only eCheck transactions are allowed at this time. Credit card
transactions are not accepted.
4. Please Include your Permit Number and Invoice Number on all correspondence.
5. A $25.00 processing fee will be charged for returned checks in accordance with North Carolina General Statute 25-3-512.
6. Non -Payment of this fee by the payment due date will initiate the permit revocation process. i
7. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee
Coordinator at 919-807-6316.
(Return This Portion With Check) `
it IINI IIIII IIIII IIII (IIII III IIII I III (IIII IIII IIIII IIII III
IIIII
* 2 0 1 5 P R 0 0 8 6 0 6
ANNUAL PERMIT INVOICE Open
Invoice Number: 2015PR008606
Permit Number: NC0000094
Henderson County
Fletcher Warehousing Company
Charles D. Owen III
Fletcher Warehousing Company
PO Box 188
Fletcher, NC 28732-0188
Annual Fee Period: 2015-10-01 to 2016-09-30
Invoice Date: 9/9/2015
Due Date: 10/9/2015
Annual Fee: $860.00
Check Number: -

Grzyb, Julie
From: Wiggs, Linda
Sent: Monday, April 08, 2013 10:40 AM
To: Grzyb, Julie
Subject: success!
Attachments: WQ0036451.FletcherWarehouse.2013.pdf
Hi Julie,
Success,,, well we are almost there. I just issued the sewerline permit for the Fletcher Warehouse site ..... so soon that permit will
really go away. I will get Charlie Owen to rescind that permit once the Eng. Certification comes back on the sewerline.
Linda
Linda Wiggs - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Link to Division of Water Quality Home Page
http://portal.ncdenr.org/web/wq
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore
may be disclosed to third parties.

.. w, �
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla III
Governor Director Secretary
April 5, 2013
Marcus Jones, Director of Engineering
Cane Creek Water and Sewer District
100 North King Street
Hendersonville, NC 28792
Subject: Permit No. WQ0036451
Cane Creek Water and Sewer District
Fletcher Warehouse Sewer Line
Wastewater Collection System Extension
Henderson County
Dear Mr. Jones:
In accordance with your application received March 20, 2013 we are forwarding herewith Permit No.
WQ0036451, dated April 5, 2013, to Cane Creek Water and Sewer District for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Cane Creek Water and Sewer District to ensure that the as -constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE One
2090 U.S. Highway 70, Swannanoa, NC 28778 NorthCarolina
Phone: [phone] FAX: [phone]
Internet: www.ncwaterguality.orq
An Equal Opportunity 1 Affirmative Action Employer

Cane Creek Water and Sewer District
WQ0036451
If you need additional information concerning this matter, please contact Linda Wiggs at [phone]
or via e-mail at [e-mail]
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: McGill -Vann Waters (e-copy)
MSD-Stan Boyd (e-copy)
Henderson County Health Department
Asheville Regional Office, Surface Water Protection Section
Water Quality Central Files
PERCS (electronic copy)
SASWMenderson\Collection Systems\Henderson Co Utilities Cane Ck Sewer Dist WQCS00204\WQ0036451.FletcherWarehouse.2013.docx

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Cane Creek Water and Sewer District
Henderson County
for the construction and operation of approximately 3,597 linear feet of 18-inch gravity sewer, 4,640
linear feet of 12-inch gravity sewer, 1,030 linear feet of 10-inch gravity sewer and 5,212 linear feet of 8-
inch gravity sewer as part of the Fletcher Warehouse Sewer Line project, and the discharge of 5,850
gallons per day of collected domestic wastewater into the Metropolitan Sewerage District existing
sewerage system, pursuant to the application received March 20, 2013, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 5th day of April, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036451

SUPPLEMENT TO PERMIT COVER SHEET
Cane Creek Water and Sewer District is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Metropolitan Sewerage
District Wastewater Treatment Facility (NC0024911) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. Construction of the subject wastewater collection system shall not commence until approval of the
construction and operation of these sewers has been obtained from the Metropolitan Sewerage District of
Buncombe County
11. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional Office,
telephone number 828-296-4500, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.

Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCGO10000,
and any requirements pertaining to wetlands under 15A NCAC 26 .0200 and 15A NCAC 2H .0500.

• ; WS > Administrative Code > 9VAC25-790-460
Page 1 of 1
TABLE 3.
CONTRIBUTING SEWAGE FLOW ESTIMATES TO BE USED AS A DESIGN BASIS FOR NEW
QPWAr.F Wnuxc
Discharge facility0)
Contributing
Design Units
Flow gpd
(3)
BODS MayS.S.
May
Flow
duration,
hours
Dwellings
Per person
100(2)
0.2
0.2
24
Schools w/showers and
cafeteria
Per person
16
0.04
0.04
8
Schools w/o showers
w/cafeteria
Per person
10
0.025
0.025
8
Boarding Schools
Per person
75
0.2
0.2
16
Motels @ 65 gal. per
person rooms only)
Per room
130
0.26
0.26
24
Trailer courts @ 3
rsons/trailer
Per trailer
300
0.6
0.6
24
Restaurants
Per seat
50
0.2
0.2
16
Interstate or through
highway restaurants
Per seat
180
0.7
0.7
16
Interstate rest areas
Per person
5
0.01
0.01
24
Service Stations
Per vehicle
serviced
10
0.01
0.01
16
Factories
Per person/per 8-
hr. shift
15-35
0.034.07
0.034.07
Oper. Per.
Shopping centers
Per 1,000 square
foot of ultimate
floors ace
200-300
0.1
0.1
12
Hospitals
Per bed
300
0.6
0.6
24
Nursing Homes
Per bed
200
0.3
0.3
24
Doctor's offices in medical
centers
Per 1000 square
foot
500
0.1
0.1
12
Laundromats, 9-12
machines
Per machine
500
0.3
0.3
16
Community colleges
Per student &
faculty
15
0.03
0.03
12
Swimming pools
Per swimmer
10
0.001
0.001
12
Theaters drive-in
Per car
5
0.01
0.01
4
Theaters auditorium
Per seat
5
0.01
0.01
12
Picnic areas
Per person
5
0.01
0.01
12
Camps, resort day & night
w/limited plumbing
Per camp site
50
0.05
0.05
24
Luxury camps w/flush
toilets
Per camp site
100
0.1
0.1
24
Notes:
MColleges, universities and boarding institutions of special nature to be determined in accordance with subdivision B 2 of this section.
(2)Includes minimal infiltrations/inflow (M) allowance and minor contributions from small commercial/industrial establishments.
(3)#/Day - Denotes pounds per day.
http://lis.virginia.gov/cgi-bin/legp6O4.exe?000+reg+9VAC25-790-460 4/9/2013

AT4
NCDEN R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Charles Dexter Owen III, President
Fletcher Warehousing Company
P.O. Box 188
Fletcher, North Carolina 28732
Dear Mr. Owen:
Division of Water Quality
Charles Wakild, P. E.
Director
March 22, 2013
John E. Skvarla, III
Secretary
Subject: Issuance of NPDES Permit NC0000094
Fletcher Warehousing Company
Henderson County
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).
The following changes have been incorporated into this permit renewal:
• The receiving stream classification was changed from WS-IV to B in 2002 and the
Supplement to Cover page was updated to reflect this change.
• A footnote for Total Residual Chlorine monitoring was added to Section A.(L) as
follows: TRC limit and monitoring requirement only apply if chlorine is used for
disinfection. The Permittee shall report all effluent TRC values reported by a NC -
certified laboratory [including field -certified]. Effluent values below 50 µg/L will be
treated as zero for compliance purposes.
The Division recognizes that this facility was designed to treat 4 MGD of industrial textile wastewater
and it is recommended that the small volume of 100% domestic wastewater from < 25 employees
would be better treated if discharged to the local POTW. It is our understanding that the permittee is
pursuing a connection to the City sewer line and will request rescission of the NPDES Permit once this
is completed.
1617 Mail Servioe Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www rimaterouality.org
One
NorthCarolina
Natmally
An Equal Opportunity V Affirmative Action Employer

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,
A
+ C &40k-
axles Wakild P.E.
61
Enclosure: NPDES Permit NC0000094
cc: NPDES Unit
Central Files
Ashville Regional Office / Linda Wiggs, Surface Water Protection Section
e-copy:
W. Perry Fisher, II, Fisher Stark P.A. Attorneys, 35 N. Market St., Asheville, NC 28801
Henry Dyar, Project Manager, Goldie & Associates, 210 N. Second St., Seneca, SC 29678

Permit NC0000094
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,
Fletcher Warehousing Company
is hereby authorized to discharge wastewater from a facility located on
4600 Hendersonville Highway (Route 25)
Fletcher
Henderson County
to receiving waters designated as the French Broad River in the French Broad River
Basin in accordance with effluent limitations, monitoring requirements and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective May 1, 2013.
This permit and authorization to discharge shall expire at midnight on November 30, 2015.
Signed this day March 22, 2013.
for Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0000094 i
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.
Fletcher Warehousing Company is hereby authorized to:
1. Continue to operate an existing (4.0 MGD) extended aeration wastewater
treatment facility at a monthly average flow not exceeding 0.01 MGD which
includes the following components:
➢ Influent lift station with manual trash screen
➢ Dual 3.75 MGD aeration basins with mechanical aerators
➢ Dual final clarifiers with sludge return (no sludge is returned)
➢ Effluent disinfection equipment
➢ Flow meter
This facility is located at the former Cranston Print Works plant in Fletcher on
Route 25 in Henderson County, and
2. Discharge from said treatment works at the location specified on the attached map
into the French Broad River, classified B waters in the French Broad River Basin.
Page 2 of 4

Permit NC0000094
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Locationl
Flow
0.01 MGD
Continuous
Recording
Effluent
BOD, 5 day 20°C
26.0 m /L
39.0 mg/L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
Weekly
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent
Upstream & Downstream
Fecal Coliform (geometric mean)
200/100 mL
400/100 mL
Weekly
Grab
Effluent
Upstream & Downstream
Total Residual Chlorine3
28 pg/L
2/Week
Grab
Effluent
Total Nitrogen NO2+NO3+TKN
Quarterly
Grab
Effluent
Total Phosphorus
Quarterly
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
Upstream & Downstream
pH4
Weekly
Grab
Effluent
Footnotes:
1. Upstream = upstream at the Butler Bridge; Downstream = downstream at the Fanning Bridge.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
3. TRC limit and monitoring requirement only apply if chlorine is used for disinfection. The Permittee
shall report all effluent TRC values reported by a NC -certified laboratory [including field -certified].
Effluent values below 50 µg/L will be treated as zero for compliance purposes.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4 of 4

Permit NC0000094
eke :'•
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1``` !! a le.� i ririi J4•li.r J� �� � .:�'. ��fA
• t .f �I 1: 1 r `'. {{'-'� - �t : -�A�
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' C arget'ipe • 4 •'
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/+` 1� {' � a ,,i�, a k; ,� ��'� A 1 ;� '�,t', /`� • • �.
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0.
LA
! V>•`F �� �,.I ll ��� �' `: b .Rdi+�� 4QQt2b 9fi1'�t• ... .. l.i , �.J a �- 1.� ?a� A�.�� F �i � �1�1 i � ,t. *. r.
Latitude: 35°24'43" N C 0 0 0 0 0 9 4 Facility
Longitude: 82°32'18" 1
Quad# F8NE Location
St<em basin: 0302 ry Fletcher Warehousing
Subbasin: 40302 g
8-Digit HUC: 06010105 Company
Receiving Stream: French Broad River NorthE Not to Scale
Page 3 of 4

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information for Expedited Permit Renewals
Permit Writer/Date
Julie Gr b/ March 13, 2013
Permit Number
NC0000094
Facility Name
Fletcher Warehousing Inc.
Basin Name/Sub-basin number
French Broad / 04-03-02 (06010105 1UC)
Receiving Stream
French Broad River
Stream Classification in Permit
B (previously listed as WS-W, changed in 2002)
Does permit need Daily Max N 43 limits?
No
Does permit need TRC limits/language?
Yes inserted
Does permit have toxicity testing?
No
Does permit have Special Conditions?
4No
Does permit have instream monitoring?
Yes data summary attached
Is the stream impaired (on 303(d) list)? For
whatparameter?
No
Any obvious compliance concerns?
No
Any permit mods since lastpermit?
No
Current expiration date
Nov. 30, 2010
New expiration date
Nov. 30, 2015
Comments received on Draft Permit?
No
BACKGROUND: This facility is the former textile plant, Cranston Print Works, which was
converted to a warehousing facility in 1999-2000. The textile plant had a treatment system designed
for a permitted flow of 4.0 MGD which is now used to treat 100% domestic wastewater from < 25
employees. Much of the stormwater runoff, previouly directed to the treatment system, has been
diverted, however, stormwater runoff from roof drains is still being collected in the aeration basins.
After the majority of the stormwater was redirected, the permitted flow was reduced to 0.01 MGD
and most of the effluent limits pertaining to textile facilities were removed from the permit. The
facility has two 3.75 MGD aeration basins (lagoons) where wastewater is stored. Discharges occur
only a few times a year.
Asheville Regional staff expects the permittee to connect to the City POTW once the Cane Creek
Sewer District installs the sewer mainline on the main road by Fletch. Installation of the mainline
will hopefully occur by the end of 2013.
The receiving stream was classified as WS-IV until 2002 when part of the French Broad was
reclassified as B. Fletcher discharges to the segment that was reclassified as B waters.
EFFLUENT LIMITS: Originally, a Level B water quality model was performed and the water
quality based BOD5 limitations were compared to the textile production based limits to determine
which were more stringent. The current concentration limitations in the permit of 26 mg/L for a
monthly average and 39 mg/L for a daily max were based on the more stringent textile production
loading standard of 868 lbs/day (868 lbs/day - (4 MGD * 8.34)= 26 mg/l; 26 * 1.5 = 39 mg/L) and
have been maintained in the permit since 1995. The facility has demonstrated continued compliance
with these limits and they will remain in this permit renewal as well. The Total Suspended Solids
(TSS) limits are based on secondary treatment standards for domestic wastewater and the Total
Residual Chlorine (TRC) limit is the daily maximum required to protect for acute toxicity. The
fecal coliform limits are human health standards and are required for B classification streams. TSS,
TRC, and fecal coliform limitations will all remain in the permit.

VIOLATIONS & INSPECTIONS Since 2008 the facility has exceeded its fecal coliform limitation
on two occassions due to heavy rainfall. Several NOVs have been issued for monitoring frequency
violations. A routine inspection was performed on 2/19/2010 and the facility was found to be
compliant. However, the inspection recognized that the facility was designed to treat 4 MGD of
industrial textile wastewater and recommended that the small volume of 100% domestic wastewater
from < 25 employees would be better treated by an on -site treatment system or if discharged to the
local POTW.
INSTREAMDATA: Up and downstream sampling was not found with any DMRs submitted past
July 2008. Henry Dyar, the ORC at Goldie & Associates, was contacted and he emailed instream
fecal coliform data collected since 2009 and noted that he would follow-up on including instream
data in the DMR's as required by the NPDES permit. A review of the limited up and downstream
fecal coliform sampling data shows significant variations in fecal coliform levels in the receiving
stream. It can not be determined if the discharge from Fletcher is having an impact on the receiving
stream.
RECOMMENDATIONS: It is recommended that the current limitations and sampling requirements
be maintained in the permit renewal and that the facility connect to the City POTW when possible.
NAME• JAIL DATE:
REGIONAL OFFICE COMMENTS:
Linda Wiggs from ARO inspected this site on 1/15/2013. She found the WWTP
inoperable but the effluent was in compliance with the limits. There was some
maintenance needed for stormwater issues as well. Linda will keep track of this facility
and will follow-up with the WWTP if they do not connect to the POTW after the sewer
mainline is installed.

TIMES
ASEEVRIE
CITIZ
VOICE OFTHE E MOUNTAINS • CITIZEN-TEVES.Com
14 0. HENRY AVE.
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said County and
State, duly commissioned, qualified and authorized by law
to administer oaths, personally appeared Velene Fagan,
who, being first duly sworn, deposes and says: that she is
the Legal Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as The
Asheville Citizen -Times, published, issued, and entered as
first class mail in the City of Asheville, in said County and
State; that she is authorized to make this affidavit and
sworn statement; that the notice or other legal
advertisement, a true copy of which is attached hereto, was
published in The Asheville Citizen -Times on the
following dates: January 17th, 2013. And that the said
newspaper in which said notice, paper, document or legal
advertisement was published was, at the time of each and
every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of the
General Statues of North Carolina.
Signed this 17'b day of January, 2013
Q
Sworn to and subscribed before me the 17th day of January,
2013., n
expires the 5th day of October, 2013
[phone]
P.O. BOX 2090 1 ASHEVILLE, NC 28802 1

Project: 1301.002.00 Daily Operations
From 01 /01 /2009 To 12/31 /2012
Proj. Num.
Sample Num.
Parameter
Sample Date
Result
Sample Type
1301.002.00
0910-261
Fecal Coliform
10/28/09
62
Surface Water
1301.002.00
0911-033
Fecal Coliform
11/04/09
43
Surface Water
1301.002.00
0911-113
Fecal Coliform
11/11/09
40
Wastewater Effluent
1301.002.00
0911-164
Fecal Coliform
11/18/09
5
Surface Water
1301.002.00
0911-165
Fecal Coliform
11/18/09
y�3�y3 Surface Water
1301.002.00
0911-166
Fecal Coliform
11/18/09
�500
720
��w}? 51 Surface Water
1301.002.00
0912-131
Fecal Coliform
12/09/09
5
Wastewater Effluent
1301.002.00
1001-215
Fecal Coliform
01/27/10
2
Wastewater Effluent
1301.002.00
1002-066
Fecal Coliform
02/03/10
< 1
Wastewater Effluent
1301.002.00
1002-129
Fecal Coliform
02/10/10
< 1
Wastewater Effluent
1301.002.00
1002-179
Fecal Coliform
02/17/10
< 1
Wastewater Effluent
1301.002.00
1002-229
Fecal Coliform
02/24/10
< 1
Wastewater Effluent
1301.002.00
1003-259
Fecal Coliform
03/24/10
2
Wastewater Effluent
1301.002.00
1003-288
Fecal Coliform
03/31/10
< 1
Wastewater Effluent
1301.002.00
1112-182
Fecal Coliform
12/28/11
< 1
Wastewater Effluent
1301.002.00
1112-181
Fecal Coliform
12/28/11
(���.Z Surfa�Water
1301.002.00
1112-180
Fecal Coliform
12/28/11
C:5�300
cio� 7 ��i��Surfa
1301.002.00
1208-096
Fecal Coliform
08/08/12
323
Wastewater Effluent
1301.002.00
1208-094
Fecal Coliform
08/08/12
0
���- — Surface Water
1301.002.00
1208-098
Fecal Coliform
08/08/12
3100 e�a� ��?.�, Surface Water
1301.002.00
1208-156
Fecal Coliform
08/15/12
1
Wastewater Effluent
1301.002.00
1208-160
Fecal Coliform
08/15/12
i� r Surface Water
1301.002.00
1208 161
Fecal Coliform
08/15/12
L50
urface Water
1301.002.00
1209-193
Fecal Coliform
09/19/12
600
Wastewater Effluent
1301.002.00
1209-194
Fecal Coliform
09/19/12
00
a S%r ,_ Wastewater )ttt�
(13
1301.002.00
1209-195
Fecal Coliform
09/19/12
00
�,�T Wastewater nt�
J
1301.002.00
1209-228
Fecal Coliform
09/26/12
21
Wastewater Effluent
1301.002.00
1210-044
Fecal Coliform
10/03/12
< 1
Wastewater Effluent
1301.002.00
1210-045
Fecal Coliform
10/03/12
1550�
r„� Surface Water
1301.002.00
1210-046
Fecal Coliform
10/03/12
2000
���� j1 Surface Water
q IVA c

IWC Calculations
Facility: Fletcher Warehousing Inc.
NC0000094
Prepared By: Julie Grzyb
Enter Design Flow (MGD): 0.01
Enter s7Q10 (cfs): 316
Enter w7Q10 (cfs): 390
Total Residual Chlorine (TRC)
Daily Maximum Limit (ug/1)
Ammonia (Summer)
Monthly Average Limit (mg NH3-N/1)
s7Q10 (CFS)
316
s7Q10 (CFS)
316
DESIGN FLOW (MGD)
0.01
DESIGN FLOW (MGD)
0.01
DESIGN FLOW (CFS)
0.0155
DESIGN FLOW (CFS)
0.0155
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
Upstream Bkgd (ug/1)
0
Upstream Bkgd (mg/1)
0.22
IWC (%)
0.00
IWC (%)
0.00
Allowable Conc. (ug/1)
346598
Allowable Conc. (mg/1)
15902.9
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/1)
Fecal Coliform
w7Q10 (CFS)
390
Monthly Average Limit:
Not Required DESIGN FLOW (MGD)
0.01
(If DF >331; Monitor)
DESIGN FLOW (CFS)
0.0155
(If DF<331; Limit)
STREAM STD (MG/L)
1.8
Dilution Factor (DF)
20388.10 Upstream Bkgd (mg/1)
0.22
IWC (%)
0.00
Allowable Conc. (mg/1)
39756.6
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/I
4. BAT for Minor Domestics: 2 mg/I (summer) and 4 mg/I (winter)
5. BAT for Major Municipals: 1 mg/I (year-round)
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

Related Permit r Affiliations r Inspectors Questions Compliance Issues Summary
Inspection Details Events Operators
Permit: NC0000094 petails Effective Date:1 M1 t2,005 1 Expiration Date:11130f2010
Facility: Fletcher Warehousing Company ' Details SO Eff.Dt:C— _I SOC Exp.Dt:��
Omer: Fletcher Warehousing Company Details County:Henderson Region: sheville
Inspection Date: 02A M01_ 07 Previous Inspection Date: Planned Inspection Qtr:
Enter Inspection Summary
this plant was built to treat a high volume of industrial waste, but now the only flow is domestic from
:he office and warehouse space. Discharges only occur during rain events. It is still highly recommended
ghat the facility connect to local sewer or install an on -site treatment system for handling the small
Tolume of wastewater generated. It is also imperative that the flow meter be properly maintained and
3perated.
!\ o L`k-:%r e- kAse e c +1 ,

15A NCAC 0211.0219 FRESH SURFACE WATER QUALITY STANDARDS FOR CLASS B WATERS
The following water quality standards apply to surface waters that are for primary recreation, including frequent or organized
swimming and are classified as Class B waters. Water quality standards applicable to Class C waters as described in Rule
.0211 of this Section also apply to Class B waters.
(1) Best Usage of Waters. Primary recreation and any other best usage specified by the "C" classification;
(2) Conditions Related to Best Usage. The waters shall meet accepted standards of water quality for outdoor
bathing places as specified in Item (3) of this Rule and shall be of sufficient size and depth for primary
recreation purposes. Sources of water pollution which preclude any of these uses on either a short-term or
long-term basis shall be considered to be violating a water quality standard;
(3) Quality standards applicable to Class B waters:
(a) Sewage, industrial wastes, or other wastes: none which are not effectively treated to the
satisfaction of the Commission; in determining the degree of treatment required for such waste
when discharged into waters to be used for bathing, the Commission shall consider the quality and
quantity of the sewage and wastes involved and the proximity of such discharges to waters in this
class; discharges in the immediate vicinity of bathing areas may not be allowed if the Director
determines that the waste can not be reliably treated to ensure the protection of primary
recreation;
(b) Organisms of coliform group: fecal coliforms not to exceed geometric mean of 200/ 100 ml (MF
count) based on at least five consecutive samples examined during any 30-day period and not to
exceed 400/100 ml in more than 20 percent of the samples examined during such period.
History Note: Authority G.S. 143-214.1; 143-215.3(a)(1);
Eff. January 1, 1990,
Amended Eff. October 1, 1995.

Grzyb, Julie
From: Wiggs, Linda
Sent: Friday, January 11, 2013 3:58 PM
To: Grzyb, Julie
Subject: RE: Fletcher Warehousing Co. (NC0000094) permit renewal
Hi Julie,
This facility is on my priority list for an inspection so I am going to go visit them Tuesday 1/15.
1 spoke with the owner and he is all set to tie onto the sewer system, he is just waiting for the city to complete the mainline. It
sounds like that will happen soon, but definitely this year. So I don't know if that info makes you want to delay this permit
further since you will likely be getting a rescission request.
Let me know. But I will still be visiting it next week.
The "B" class is correct. It use to be a WS-IV, but in 2002 we removed that part of the FrB as a WS, so now it is just B.
Have a good weekend, Linda
Linda Wiggs - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Link to Division of Water Quality Home Page
http://Portal.ncdenr.org/web/­`wq
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore
may be disclosed to third parties.
From: Grzyb, Julie
Sent: Thursday, January 10, 2013 2:22 PM
To: Wiggs, Linda
Subject: Fletcher Warehousing Co. (NC0000094) permit renewal
Linda,
Attached is the draft permit, cover letter, fact sheet and map for Fletcher Warehousing Co. (NC0000094). There are no changes
to the Effluent Limitations and Monitoring Requirements page.
The last inspection noted that the facility description needed updating — I think it is but perhaps you can double check.
Also, Planning's maps show that the stream classification is B — not WS-IV. Can you confirm?
I know there has been talk on getting this discharge connected to a WWTP, expanding it for use as a WWTP, or building an on -
site system.
Not sure any of that has gone anywhere but if so, please let me know.
I am hoping to get this out to Public Notice next Wed. so if you can just check on the three concerns listed above I would
appreciate it.
Thanks,
Julie
Julie A. Grzyb, Environmental Engineer

NC DENR / Division of Water Quality / Surface Water Protection Section
NPDES Complex Permitting, Point Source Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6389 (wk); 919/807-6495 (fax)
iulie.zrzyWncdenr. pov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed
to third parties.

V e eV 4M F-e P/0If
Belnick, Tom
From: Belnick, Tom
Sent: Thursday, February 16, 2012 11-27 AM
To: Cranford, Chuck; Haynes, Keith
Subject: NPDES Questions
I've got a few NPDES questions on the following facilities:
NC0004405- Cliffside Sanitary District (Rutherford County)- need to discuss if we can change them from Major to
Minor facility. Phased flow limits of 0.05/1.75 MGD. I need to respond back to EPA on Maj/Min status.
NC0000094-Fletcher Warehouse (Henderson County). 4MGD plant, but permitted for 0.01 MGD. Henderson
County consultant calling about possibility of County purchase/upgrade. ARO had previously raised issues about
outfall pipe, and original plan was for facility to connect and shut down. I need to respond back to consultant.
Can ARO give me a call to discuss these- want to get ARO perspective. I should be in rest of week. Thanks.
Tom Belnick
Supervisor, Complex NPDES Permitting Unit
NC DENR/Division of Water Quality
1617 Mail Service Center, Raleigh, NC 27699-1617
[phone]; fax [phone]
E-mail 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.
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Belnick, Tom
From: Belnick, Tom
Sent: Wednesday, February 01, 2012 4:57 PM
To: [e-mail]'
Subject: Fletcher Warehousing NPDES Permit
Will- regarding your question on NPDES Permit NC0000094, Fletcher Warehousing Company. This WWTP was designed
for 4 MGD, but only permitted to discharge at 0.01 MGD. A renewal application was submitted in 2010, but has not
been processed yet. Previous plans were to shut down this treatment plant.
Tom Belnick
Supervisor, Complex NPDES Permitting Unit
NC EENR/Division of Water Quality
1617 Mail Service Center, Raleigh, NC 27699-1617
[phone]; fax [phone]
E-mail 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.
a
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I

FISHER STARK
ATTORNEYSS
June 23, 2010
VIA FACSIMILE & U.S. MAIL
Dina Sprinkle
Point Source Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: NPDES Permit #NC0000094
Fletcher Warehousing Company
Henderson County
Dear Ms. Sprinkle:
The facility has no hard waste and does not generate any sludge (or other solids). For
that reason there was no Sludge Management Plan submitted with the Permit Renewal
Application for the above facility.
Please let me know what further information I might provide to you.
WPF/sdj
FP-17
,
I
.com
DPC�
JUN 2 4 2010
35 North Market Street • Asheville, NC 28801 •828.505.4300 • www.fisherstark.com

FISHER_ -STARK
P.A.
ATTORNEYS
May 27, 2010
VIA OVERNIGHT COURIER
Mrs. Dina Sprinkle
NC DENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Keith Haynes
North Carolina DENR
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Re: Fletcher Warehousing Permit #NC0000094
Henderson County
Dear Mrs. Sprinkle & Mr. Haynes:
Enclosed is an original (to Mrs. Sprinkle) and a copy to Mr. Haynes of Fletcher
Warehousing Company's application for renewal of permit. Please reissue this permit for an
additional five (5) year term. Please let me know if you need anything further.
WPF/sdj
encl.
35 North Market Street • Asheville, NC 28801 •828.505.4300 • wwwfisherstark.com

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial.
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number NC00 dao 111
Please print or type. MAY 2 8 2010
1. Contact Information:
0=�f•�T RGE �Fcr+6dvH
Owner Name y L L� ��- (,� �e vl t� �v
Facility Name
Mailing Address
city E& 7GL r
State /Zip Code N G Y7 3 2-
Telephone Number ;� 5- J— g y 1 s
Fax Number C� �-� _ U� 1 '7
e-mail Address
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code V G 3
County
f-lle-jider-s -on
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name 6 oldi e � A S_s oc /Cc-/eS
Mailing Address 2-I0 1
0e; / A/�i�h
City SL%%E ca 7
State / Zip Code SC .Z.9,� 7,3'
Telephone Number
Fax Number
4. Ownership Status:
Federal ❑ State ❑ Private g Public ❑
Page 1 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
5. Standard Industrial Classification (SIC) code(s): 991 d6
6. Number of employees: L -g
7. Describe the treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
.3.75 JrIi�-Q a-c1r,4Iv."I i.1,A
Dom% f1/7eJ G/4r/ f ers w°>�i S�ic.r y /'ef-�,�.•��
8. Is facility covered under federal effluent limitation guidelines? No � Yes El
If yes, specify the category?
9. Principal product(s) produced: /V, 6T 0/ 'r-34C- G814j-/t / `�v dyl Ted f �'ay.s?S V-6 /y
Principal raw material(s) consumed: IVA f
Briefly describe the manufacturing process(es):
Page 2 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
10. Amount of principal product produced or raw material consumed
/List specific mm�vntc inn ci/morl nni-7/nr,/,,;Io .,f .,,-.,.7, .,.+; .. �. ,. .. +U •. �__a .,____ _ _
Product Produced or Raw Material
Consumed
AVERAGE
G lA/ J
Product Produced or Raw Material
Consumed
PEAK
per Day
per Month
f
/VI/9
per Year
141-1,14 i
A1W
11. Frequency of discharge: Continuous � Intermittent ❑
If intermittent:
Days per week discharge occurs: Duration:
12. Types of wastewater discharged to surface waters only
Discharge
Flow
GALLONS PER DAY
Sanitary - monthly average
1), cf & S /"''J C /J
Utility water, etc. - monthly average
A/W
Process water - monthly average
Stormwater - monthly average
Other - monthly average
Explain:
Monthly Average
total discharge (all types)
L'/ Q_5"/�! C - 7-i? CA'd t-, -j -r? .�
13. Number of separate discharge points: _Outfall Identification number(s) 00t
14. Name of receiving stream(s) (Provide a map shouring the exact location of each outfall, including
latitude and longitude):
Page 3 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
15. Effluent Data [for new or proposed discharges]
Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other parameters 24-hour
composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average.
If only one analysis is reported, report as daily maximum.
NOTE: Permittees requesting renewal should complete the table ONLYfor the parameters
currently monitored. Summarize the ast 3 years of e went data.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
Chemical Oxygen Demand (COD)
Total Organic Carbon
Total Suspended Solids
Ammonia as N
Temperature (Summer)
Temperature (Winter)
pH
Fecal Coliform (If sanitary waste is
present)
Total Residual Chlorine (if chlorine is
used)
16. List all permits, construction approvals and/or applications (check all that apply and provide permit
numbers or check none if not applicable):
Type Permit Number Type Permit Number
Hazardous Waste (RCRA)
UIC (SDWA)
✓ NPDES ✓
NESHAPS (CAA)
Ocean Dumping (MPRSA)
xc_ Pee0y j y Dredge or fill (Section 404 or CWA)
PSD (CAA)
Non -attainment program (CAA)
Other
17. List any chemicals that may be discharged (Please list and explain source and potential
amounts.)
Page 4 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
18. Is this facility located on Indian country? (check one)
Yes ❑ No [
19. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is t e, complete, and accurate.
OZAICAI
Printed name of Person Signing Title
W
to
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
Page 5 of 5 C-MI 10/08

s loy CA"
J'Jot
Perrij Fisher, P.A.
December 21, 2007
Susan Wilson
DEHNR
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Permit Number 00094
Dear Ms. Wilson:
DEC 2 7 2007
DU4R . WATER QUALITY
{ P; 1,1.7.-SOURCE,
I represent the above referenced permit holder. The permitee is in the process of
shutting down their waste water treatment lagoons. As part of that shutdown process, I
would request that the discharge limitations on this permit be increased.
By way of background, this permit until recently allowed for the discharge of
approximately 4 million gallons per day. However, the permit was modified through
action on the part of the Department of Environment, Health and Natural Resources over
time to allow the current discharge of only to 10,000 gallons per day. The discharge
limitation of 10,000 gallons per day does not allow for discharge of two (2) waste water
treatment lagoons, each containing approximately 2 million gallons nor does it allow for
storm water events..
We had earlier this year conducted a 2 year hydrological study of the site
indicating that an anticipated 2 year rain event would result in approximately 800,000
gallons of effluent — the storm water system is integrated into the waste water processing
for the facility.
I would request that the above referenced permit be modified by administrative
letter. I would request that the permit be modified to allow discharge of between 200,000
and 400,000 gallons per day. I would request this discharge modification be temporary.
I would anticipate that we would need at least 90 days and would hopefully not need
more than 180 days. Please note I am trying to ask for the minimum feasible
modification. We may need to revisit this based on unforeseen time parameters or other
events. If so, I appreciate your cooperation in advance. Please note this is part of the
process of shutting down the waste water treatment facility and not everything can be
anticipated or planned for in advance.
I look forward to hearing from the Department soon.
(fie Alwutir)
s,a ur
WPF/skh
PC: Keith Haynes, via facsimile
Charles D. Owen, III
1 North Pack Square Suite 415 Asheville, NC 28801
[phone] Facsimile [phone]
Pe"FisherLaw.com

OF wATF9
©VA
co �� r NCDENR
> 11..�/_wv� =1
Stan Littlejohn, Site Manager
Fletcher Warehousing Company
P.O. Box 457
Swannanoa, North Carolina 28778
Dear Mr. Littlejohn:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
November 9, 2005
Subject: Issuance of NPDES Permit NOJ000094
Fletcher Warehousing Company
Henderson County
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on July 6, 2005.
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 Sergei Chemikov at telephone number
[phone], extension 594.
PA -
cc: Central Files
NPDES Permit File
Asheville Regional Office/Surface Water Protection
DEH
Ben Day, Goldie and Associates
210 W. North Second Street, Seneca, SC 29678
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
Sincerely,
W. Klimek, P.E.
Phone: [phone]
fax: [phone]
DENR Customer Service Center: 1 800 623-7748

Permit NC0000094
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,
Fletcher Warehousing Company
is hereby authorized to discharge wastewater from a facility located on
Route 25
Fletcher
Henderson County
to receiving waters designated as the French Broad River in the French Broad River
Basin
in accordance with effluent limitations, monitoring requirements and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2005.
This permit and authorization to discharge shall expire at midnight on November 30, 2010.
Signed this day November 9, 2005.
J, I/,
Alanimek, P.E. Director
I Divii4on of Water Quality
By Authority of the Environmental Management Commission

Permit NCO000094
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.
Fletcher Warehousing Company is hereby authorized to:
Continue to operate an existing (4.0 MGD) extended aeration wastewater
treatment facility at a monthly average flow not exceeding 0.01 MGD which
includes the following components:
➢ Influent lift station with manual trash screen
➢ Dual 3.75 MGD aeration basins with mechanical aerators
➢ Dual final clarifiers with sludge return
➢ Belt press for sludge
➢ Sludge dryer
➢ Settling ponds
➢ Effluent disinfection equipment
This facility is located at the former Cranston Print Works plant in Fletcher on
Route 25 in Henderson County, and
2. Discharge from said treatment works at the location specified on the attached map
into the French Broad River, classified WS-IV waters in the French Broad River
Basin.

C\ " A-01
�•� . ._K_— t--�_ 'ram B IJN�I�' E C `
Dry �- L�.1
BENER ON. Q \idw -;� • •
Cd .MU P `AIRPORT .♦ {\ \ > Qr\_ L . _ \ _�• V j% - i
25
i < BDiI'r,t; 7r►*�Qs Ch�'a
T \ r,
•1 �J7 (� I\) \ Ost o Oct! r,
' • � l' � 11 �' (v•, P �1 v' ill •11 ' ��% �`� `• / p .� � \ a �� ' � `vv�lJ . •
UFO 19 :. ,X.
1 � W',DOI
71s�A •1 " C, PIPE
UFO S �µ A W ; R
�\\l�A
a
jr; • 1'�hr. `� Ord"\`v/ / 205�/
LA
/. �. i � ♦ to \ ('\��++..��. �/ � $trip-ni_ w � �•
ROAD U 23 \ ' Strip �� 1 `I ` f: 'f
BuRona
tler ri oe •r 1 I \1,1 •_.
41
Latitude: 35°24' 43"
Lorgitude: 82°32' 18"
Quad # F8NE
Stream Class: wS-iv
Subbasin: 40302
Receiving Stream French Bread River
NC0000094
Fletcher Warehousing
Company
`s, •. '�''e ro rti
Facility M
Location
North SCALE 1 :24000

Permit NC0000094
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Locationl
Flow
0.01 MGD
Continuous
Recording
Effluent
BOD, 5 day 20°C
26.0 m /L
39.0 m /L
Weekly
Grab
Effluent
Total Suspended Solids
30.0 m L
45.0 m /L
Weekly
Grab
Effluent
NH3 as N
Weekly
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent
U stream & Downstream
Fecal Coliform (geometric mean)
2001100 mL
400/100 mL
Weekly
Grab
Effluent
Upstream & Downstream
Total Residual Chlorine
28,u /L
2/Week
Grab
Effluent
Total Nitrogen NO2+NO3+TKN
Quarterly
Grab
Effluent
Total Phos horus
Quarterly
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
Upstream & Downstream
H3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = upstream at the Butler Bridge; Downstream = downstream at the Fanning Bridge.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

imap://[e-mail]:143/f...
Subject: Re: Fletcher Warehousing
From: Larry Frost <[e-mail]>
Date: Wed, 09 Nov 2005 10:27:08 -0500
To: Sergei Chernikov <[e-mail]>
CC: Roger Edwards <[e-mail]>, Keith Haynes <[e-mail]>
Sergei
Update
I spoke to Stan Littlejohn w/ Fletcher whse this morning and he is going back to the drawing board on
connecting to the municiple sewer. They want to get out of the wwtp business, completely and finally. That
said, ARO has no issue with the permit renewal. ARO will keep the heat on the permittee to correct their
issues and push for a permanent solution - connection to the sewer.
Larry
Sergei Chernikov wrote:
Larry,
Since they are not able to repair the line and it also doesn't make economic sense to do it we have to
relocate discharge to Cane Creek. Unfortunately, it is likely to be a Major. Mod but we don't' have any
other option. If they agree to the proposed course action (surface sand filter), they would need to send us
a letter asking for a permit modification, and we will do a model to determine effluent limits. Thank you
for info about dischargers, but they are permitted and we would have to consider allocated assimilative
capacity even if they are not built.
Please keep me posted. Unfortunately, we can't keep permit on hold for a long time.
Thank you!
Sergei
Larry Frost wrote:
Sergei
We are going to have to find a way and I hope it is not as a major modification.
Remember the plant was designed for 4.0 mgd and is currently permitted for .010 mgd. The current
discharge outfall pipe is approximately 2 miles long, from the plant to the French Broad River and has
failed (due to hurricane flooding in September 2004). The current discharge pipe crosses under 2
major highways (Interstate 26 and US Hwy 25), under the only north -south railroad line in the area
(Norfolk Southern) and crosses 2 tribs to cane Creek in route to the French Broad. The line has failed
and the WWTP is currently discharging to Cane Creek and/or it's watershed. They cannot afford to
replace or repair the 18" line.
The WWTP serves the warehouse and 22 employees Cane Creek is adjacent to the plant and it
converges with the French Broad approximately 2 miles downstream. And we are proposing a surface
sand filter with less than .005 mgd discharge and maybe less than .002 mgd.
I have heard nothing from the owner in the last few weeks.
FYI- 3 of the 7 discharges have not been built and 2 may never be built.
Larry
1 of 3 11/9/2005 10:42 AM

irnap:Hsergei.chemikov%40dwq. [e-mail]:143/f...
Sergei Chernikov wrote:
Larry,
I have received a NOW for Fletcher that was based on your inspection. I have noticed that you
suggested that company build surface sand filter, which we completely support. The one concern
we have is that you recommended discharge to a Cane Creek instead of French Broad River. The
relocation is possible but it would be lengthy and complicated process. In order to relocate
discharge to Cane Creek they would need to apply for a Major Permit Modification. After we
receive their application we would develop a water quality model to calculate new limits for your
permit. After limits are developed we would go to a Public Notice, if there are no objections by
private citizens, businesses, government organizations or environmental groups, we would modify
their permit to allow relocation of discharge point. Since they would be moving to a smaller
receiving stream it is likely that permit limits would be tighter. Cane Creek already has seven
dischargers and most of it's assimilative capacity has been allocated. Therefore, limits for a new
discharge would be tight to assure compliance with the water quality standards.
I think that they need to keep their discharge at the current location. Please let me know the latest
developments in your talks with them.
Thank you!
Sergei
Larry Frost - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional office
Division of Plater Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Sergei Chernikov, Ph.D.
Environmental Engineer
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
phone: [phone] ext. 594
fax: [phone]
Larry Frost - [e-mail]
North Carolina Dept. of Environment and Natural Resources
2 of 11/9/2005 10:42 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
October 17, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005 0390 00013552 8022
Mr. Stan Littlejohn
Fletcher Warehousing Company
Post Office Box 457
Swannanoa, North Carolina 28778
Subject: NOTICE OF VIOLATION
NOV-2005-PC-0231
Compliance Evaluation Inspection
Fletcher Warehousing Company
Permit No. NC0000094
Henderson County
Dear Mr. Littlejohn:
Enclosed please find a copy of the Inspection Report from the inspection conducted October 6, 2005.
Mr. Larry Frost and Mr. Keith Haynes of the Asheville Regional Office conducted the Compliance Evaluation
Inspection. The treatment facility was found to be in violation of Permit NC0000094 for the following:
Inspection Area Compliance Issue
Operation and Maintenance Failure to properly maintain.
Please refer to the enclosed Inspection Report for any additional observation and comments.
To prevent further action, carefully review this violation and respond in writing to this office within fifteen
(15) working day of receipt of this letter. You should address the causes of noncompliance and all actions
taken to prevent the recurrence of similar situations. If you should have any questions, please do not hesitate
to contact Mr. Larry Frost at 828/296-4500.
Sincerely,
v
I�
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Attachment
cc: Sergei Chernikov, NPDES Permitting Unit, w/ attachment
WQ Central Files w/ attachment
Enforcement w/ attachment
2090 U.S. Highway 70, Swannanoa, N.C. 28778 Telephone: [phone] FAX: [phone] Customer Service: 877/623-6748 One
NorthCarolina
Naturally

United States Environmental Protection Agency
EPAWashington, D.C. 20460 Form Approved.
OMB No. 2040-0057
Water Compliance Inspection Report Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1
I NI 2 151 31 NC0000094 111 121 05/10/05 117 18I CI 19I SI 20I
Remarks
2111 1 1IIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CA ---- —-------------- —----- Reserved -------------------
--
67I 169 701 I 711 I 721 N I 731 I 174 75I I I I I I I 180
�J
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number)
Entry Time/Date
Permit Effective Date
Fletcher Warehousing Company
02:00 PM 05/10/05
01/01/01
Rt 25
Exit Time/Date
Permit Expiration Date
03:00 PM 05/10/05
05/10/31
Name(s) of Onsite Rep resentative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
William H Pott, II,PO Box 457 Swannanoa NC 28778//828-298-6802/ Contacted
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance 0 Sludge Handling Disposal
Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Larry Frost ARO WQ//828-296-4500 Ext.4658/
Keith Haynes ARO WQ//828-296-4500 Ext.4660/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
P.ogrr
er C Edwards 7`�
828-296-4500 Ext.4656/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.

NPDES yr/mo/day Inspection Type (cont.
) 1
3I NC0000094 I11 12I I17 18I_J'
OS/10/OS
Section D: Summary, of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The facility is in a state of decay. The plant is overgrown and a refuge for wildlife. The facility must
either be maintained or another treatment option found.
Repair and maintenance of the existing plant has been determined to be too expensive, power consumption to run
just the influent pump station is high.
The warehouse has investigated the possiblity of installing traditional septic tank and nitrofication field;
and have been denied by Henderson County.
The warehouse is/has investigated connection to MSD and the Cane Creek Sanitary District and found the
prospects very expensive.
It is the recommendation of these inspectors, in consultation with the Regional Supervisor and the NPDES
Permitting Unit, that the;
- 1) current permit renewal process be put on hold
- 2) that the warehouse investigate the possibility of (utilizing the current permit, which will reduce
permitting time) permitting with the NPDES Permitting Unit a surface sand filter to handle the domestic
wastewater of its employees. In doing so the warehouse should request a discharge point in Cane Creek adjacent
to the warehouse.
- 3) the warehouse should begin investigating the ultimate disposal of sludge from this facility. Including
volume, which I understand may be minimal (from Mr. Roy Davis). They should contact class D land fills for
testing requirements and disposal requirements; or municipile wastewater treatment plants that may accept it
as septage.
- 4) the warehouse should also investigate their disposal needs for storm water as well. In order to utilize a
treatment option the stormwater will have to be discharged form the site.
The Asheville Regional Office looks forward to working with Fletcher Warehousing to resolve these issues.

Permit: NC0000094 Owner - Facility: Fletcher Warehousing Company
Inspection Date: 10/05/2005 Inspection Type: Compliance Evaluation
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
Yes
■
No
n
NA
n
NE
n
Is the facility as described in the permit?
■
n
n
n
Are there any special conditions for the permit?
n
■
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
n
n
n
Comment:
■
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
n
■
110
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge
Judge, and other that are applicable?
n
n
n
■
Comment: Plant is in disrepair, over grown and decaying.
Pump Station - Influent
Yes
No
NA NE
Is the pump wet well free of bypass lines or structures?
n
n
n
■
Is the wet well free of excessive grease?
n
n
n
■
Are all pumps present?
n
n
n
■
Are all pumps operable?
n
n
n
■
Are float controls operable?
n
n
n
■
Is SCADA telemetry available and operational?
n
n
n
■
Is audible and visual alarm available and operational?
n
n
n
■
Comment:
Secondary Clarifier
-
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
n
■
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n
■
n
n
Are weirs level?
nnn■
Is the site free of weir blockage?
n
■
n
n
Is the site free of evidence of short-circuiting?
■
n
n
n
Is scum removal adequate?
n
■
n
n
Is the site free of excessive floating sludge?
n
■
n
n
Is the drive unit operational?
n
■
n
n
Is the return rate acceptable (low turbulence)?
n
n
n
■
Is the overflow clear of excessive solids/pin floc?
■
n
n
n
Is the sludge blanket level acceptable? (Approximately''/. of the sidewall depth)
n
n
n
■
Comment: The clarifiers are over grown and not operational.
Aeration Basins
vow
K1-
KIA
K1.
Mode of operation
Ext. Air
Type of aeration system
Surface
Is the basin free of dead spots?
n ■
n n
Are surface aerators and mixers operational?
n n
n ■
Are the diffusers operational?
n n
■ n
Is the foam the proper color for the treatment process?
n ■
n n
Does the foam cover less than 25% of the basin's surface?
n ■
n Cl
Is the DO level acceptable?
n n
n 0

Permit: NC0000094 Owner - Facility: Fletcher Warehousing Company
Inspection Date: 10/05/2005 Inspection Type: Compliance Evaluation
Aeration Basins Yes No NA NE
Is the DO level acceptable?(1.0 to 3.0 mg/1) n n n ■
Comment: Aeration basins are grown over and not operated. Ducks are living in the basins.
Disinfection -Tablet
Are tablet chlorinators operational?
n
■
n
n
Are the tablets the proper size and type?
■
n
n
n
Number of tubes in use?
0
Is the level of chlorine residual acceptable?
n
n
n
■
Is the contact chamber free of growth, or sludge buildup?
n
n
n
■
Is there chlorine residual prior to de -chlorination?
n
n
n
■
Comment: Chlorination is done with tablet in the discharge weir of the clarifier.
Flow Measurement- Effluent
Yes
No
NA
NE
Is flow meter used for reporting?
■
n
n
n
Is flow meter calibrated annually?
■
n
n
n
Is the flow meter operational?
■
n
n
n
(If units are separated) Does the chart recorder match the flow meter?
■
n
n
n
Comment:
Solids Handling Equipment
Yes
No
NA
NE
Is the equipment operational?
n
■
n
n
Is the chemical feed equipment operational?
n
■
n
n
Is storage adequate?
n
■
n
n
Is the site free of high level of solids in filtrate from filter presses or vacuum filters?
n
■
n
n
Is the site free of sludge buildup on belts and/or rollers of filter press?
n
■
n
n
Is the site free of excessive moisture in belt filter press sludge cake?
n
■
n
n
The facility has an approved sludge management plan?
n
■
n
n
Comment: The equipment is either not operational or removed.

Michael F. Easley, Governor
ALT.W*WA
'70�1'a
NCDENR
North Carolina Department of Environment and Natural Resources
PUBLIC WATER SUPPLY SECTION
William G. Ross, Jr., Secretary
-!1 �•: r. MAR I.Ir . W f :.
MEMORANDUM
Li Al L 2 5 2005
TO: Mr. Sergi Chernikov
NPDES Permits Group
Discharge Permits Unit
Division of Water Quality
FROM: Jessica G. Miles, P.E., C.P.M., Chief ✓�
Public Water Supply Section
DATE: July 14, 2005
SUBJECT: Draft National Pollutant Discharge
Elimination System Permit — NPDES Permit NC0000094
Intent to Issue in Henderson County
Fletcher Warehousing Company
DENR - WATER OUALiTY
POINT SOURCE BRANCH
Reference is made to the above -mentioned Draft National Pollutant Discharge Elimination System
Permits. We have reviewed the permit information and determined the proposed discharge will not
adversely affect water quality upstream of any existing or knownproposed public water supply intake.
We concur with the issuance of these permits provided.the facilities are operated and maintained properly,
the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated
water quality standards.
If we can be of further assistance, please contact us.
JBM/bm
1634 Mail Service Center, Raleigh, NC 27699-1634 One
Phone: [phone] FAX: 919-715A374 NorthCarolina
Internet: http://ncdrinkinawater.state.nc.us/
An Equal Opportunity / Affirmative Action Employer- 50 % Recycled 110 % Post Consumer �atura!!t�
G:IWPDATAIPWSWPDESINATIONAL POLLUTANT-JESSICA MEMO.doc

PUBLIC NOTICE
:5
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
NPDES UNIT
1617MAILSERVICE
CENTER
RALEIGH, NORTH
CAROL[NA 27699-1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES WASTEWATER
PERMIT
On the basis of thorough
staff review and applica-
tion of NC General Statute
143.21, Public law 92-500
and other lawful standards
and regulations, the North
Carolina Environmental
Management Commission
proposes to issue a No-
tional Pollutant Discharge
Elimination System
(NPDES) wastewater
discharge permit to the
person(s) listed below ef-
fective 45 days from the
publish date of this notice.
Written comments re-
garding the proposed
permit will be accepted
until 30 days after the
publish date of this no-
tice. All comments re-
ceived prior to that date
are considered in the fi-
nal determinations re-
garding the proposed
Permit. The Director of
the NC Division of Water
Quality may decide to
hold a public meeting for
the proposed permit
should the Division re-
ceive a significant de,
gree of public interest.
Copies of the draft permit
and other supporting in-
formation on file used to
determine conditions pre-
sent in the draft permit are
available upon request
and payment of the costs
of reproduction. Mail
comments and/or requests
for information to the NC
Division of Water Quality
at the above address or
call the Point Source
Branch at (919) 733-50M,
extension 520. Please in-
clude the NPDES permit
number (attached) in any
communication. Inter-
ested persons may also
visit the Division of Water
Quality at 512 N. Salisbury
Street, Raleigh, NC 27604-
1148 between the hours of
8:00 a.m. and 5:00 p.m. to
review information on file.
The Fletcher Warehousing
Company (P.O. Box 457,
Swannanoa, NC 28778) has
applied for renewal of
NPDES permit NC0000094
for the Fletcher Ware-
housing Company -
WWTP in Henderson
County. This permitted
facility discharges treated
wastewat4'to the French
Broad River in the French
Broad River Basin.
Currently BOD, TSS, and
total residual chlorine are
water quality limited. This
discharge may affect
future allocations in this
portion of the French
Broad River Basin.
Agfa Corporation, P.O.
Box 267, Brevord, NC
28712, . Transylvania
County, has applied for
renewal of its NPDES dis-
charge permit (number
NC0000337) discharging
treated wastewater to the
Little River in the French
Broad River Basin. Cur-
rently BOD, TSS and
OCPSF parameters are
water quality limited. This
.discharge may affect -fu-
ture allocations in this por-
tion of the French Broad
River Basin.
9 k� tB Cv l
JUL. 1 5 20,0' IAl
The North Carolina De-
partment of Transporta-
tion, 4809 Beryl Road, Ral-
eigh, NC 27606, has applied
for renewal of its Rossman
Maintenance Facility
permit NPDES _ No.
NC0085979. The facility is
located in on SR13BB
Rossman, NC in Transyl-
vania County. Discharge
from the Groundwater
Remediation facility is to,
receiving waters designed
as the French Broad River
in the French Broad River
Basin. Currently, no pa-'
rameters are water qual-
ity limited. However, this
discharge mayiaffect fu-
ture allocations n this Por-
tion of the basin.
July 8, 2005
(1299)
IDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary -Public of said
County and State, duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Darryl Rhymes, who, being first duly
sworn, deposes and says: that he is the Legal
Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as
The Asheville Citizen -Times, published, issued,
and entered as second class mail in the City of
Asheville, in said County and State; that he is
authorized to make this affidavit and sworn
statement; that the notice or other legal
advertisement, a true copy of which is attached
hereto, was published in The Asheville Citizen -
Times on the following date: July 8, 2005
newspaper in which said notice, paper, document or
legal advertisement were published were, at the
time of each and every publication, a newspaper
meeting all of the requirements and qualifications of
Section 1-597 of the General Statues of North
Carolina and was a qualified newspaper within the
meaning of Section 1-597 of the General Statues of
North Carolina.
Signed this I I th July 2005
(Signature of person aking affidavit)
Sworn to and subscribed before me the 11 th day of
July 2005

April 15, 2005
Mr. Charles H. Weaver, Jr.
NC DENR / Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Permit Renewal Package
Fletcher Warehousing Company
NPDES No. NC0000094
Dear Mr. Weaver:
GOLDIE
l.aL.
ASSOCIATES
engineering, environmental
and laboratory services
Please find enclosed three (3) copies of the above referenced permit renewal package
(application, discharge location map, and sludge management plan). Goldie and
Associates is submitting this information on behalf of Fletcher Warehousing Company,
and request that the existing NPDES permit be renewed. Although the plant was
originally designed as a 1 MGD facility, it now only serves domestic wastewater from the
warehouse's restrooms (and some storm water runoff), and is therefore currently
permitted for 0.010 MGD. We request that this permitted flow be retained for the
renewal. Additionally, because of this reduced flow, a reduced sampling frequency for
some parameters was granted in March 2004. We would request that this reduced
frequency also be carried over into the new permit.
Please contact us at [phone] if you require further information.
Sincerely,
Goldie and Associates A.
/?. 4, X,
Ben S. Day
Environmental Project Manager
encl: As stated.
cc: Stan Littlejohn, FWC
APR 18 2005
DEFIR - WATER QUALITY
POINT SOURCE BRANCH
210 W. North Second Street • Seneca, South Carolina 29678 • Phone [phone] • Fax [phone]
1572 Zion Church Road 9 Hartwell, Georgia 30643 0 [phone]

SLUDGE SUPPLEMENT
Flecther Warehousing Company
NPDES Permit No. NC0000094
Flecther Warehousing Company's wastewater facilities do not dispose of sludge or other
solids, and thus has no Sludge Management Plan in place. The facility was originally
designed. for handling 1.0 MGD of domestic and industrial wastewater; thus, the amount
of biosolids entering the plant at the now permitted flow of 0.1 MGD is easily treated and
degraded by the plant without need for removal. The facility does accept small amounts
of biosolids from other domestic treatment facilities, but these amounts remain
insignificant relative to the treatment capacity of the plant.

imap:[e-mail]:143/f...
Subject: NC0000094, Fletcher Warehousing
From: Roy Davis <[e-mail]>
Date: Thu, 17 Mar 2005 14:24:05 -0500
To: sergei chernikov <[e-mail]>
Sergei: When you start working on this Permit renewal request, please
give me a call. There are issues that I may want to deal with in the new
permit. Thank, Roy Davis
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Roy Davis <Roy.Davis(a),ncmail.net>
NC DENR - Asheville Regional Office
LDivision of Water Quality - Water Quality Section
1 of 1 4/25/2005 11:22 AM

NC0000094
Subject: NC0000094
From: Roy Davis <[e-mail]>
Date: Thu, 21 Apr 2005 08:07:54 -0400
To: carolyn bryant <[e-mail]>, [e-mail], [e-mail]
please put Fletcher Warehousing's permit renewal application on the
bottom of the stack. You will probably hear from Stan Littlejohn about
modifying the renewal request to allow the discharge of a greater volume
of wastewater in order to dewater the basins prepatory to demolishing
the old wastewater treatment system. I fully support such a
modification. Obviously permit limit compliance will be required. Roy
Davis
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Roy Davis <Roy.Davispricmail.net>
NC DENR - Asheville Regional Office
Division of Water Quality - Water Quality Section
1 of 1 4/21/2005 8:32 AM

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
pan
Facility Name
r(2.'��-� \*lS
Reviewer
Basin/Sub-basin
Receiving Stream
Stream Classification in permit
,
Stream Classification in BIMS
Is the stream impaired (listed on 303(d))?
Is stream monitoring required?
-
Do they need NH3 limit(s)?
Do they need TRC limit(s)?
Do they have whole -effluent toxicity testing?
Are there special conditions?
Existing Expiration Date
Proposed Expiration Date
LA 3 ( O
Miscellaneous Comments:
�1
4 D
e4t.'4 c"
a-tr I a,.$", W W
uwr 1 d e_
1.S
r� M�yy
i f 0,01 PkA b —
,P.atGe eli
S " }t
i r Za0
.,1 ed
�e ,re w"� 11r�at7 0 . ZOO I
— ZOo2
If expedited, is this a simpler permit or a more difficult one?
Di_tc'__Zt

Michael F. Easley, Governor
State of North Carolina
1 gip' WAT�c�Q
_O G
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
7 1 Alan W. Klimek, P.E., Director
Division of Water Quality
March 22, 2004
Mr. William H. Pott II
Fletcher Warehousing Company
P.O. Box 457
Swannanoa, North Carolina 28778
Subject: NPDES Permit Modification
Fletcher Warehousing Company
NPDES Permit NC000094
Henderson County
Dear Mr. Pott II:
Division personnel have reviewed your request for revision of sampling requirements and increase
in flow adjustment. We have reduced your sampling frequency for several parameters in accordance
with state regulations (Administrative code section 15A NCAC 2B .0500). New sampling
frequencies are presented in Attachment A(1).
However, we are unable to grant your request for increase in permitted flow. Analyses of Discharge
Monitoring Reports for your facility indicated that since the conversion to Fletcher Warehousing
Company during 2001 and 2002 flow has been recorded only in March of 2001. Since the beginning
of 2003, flow has been recorded every month of the year and frequently exceeded the permitted
flow of 0.01 MGD. The Division understands that you are in the process of modifying your
stormwater conveyance systems to divert roof drains from the treatment system, which should
alleviate existing problems.
Stormwater can be discharged in accordance with Stormwater General Permit. Please contact Ken
Pickle at 919-733-5083 (ext. 584) to obtain information on General Stormwater Permits.
If any parts, measurement frequencies or sampling requirements contained in this permit
modification are unacceptable to you, you have the right to an ad)udicatory 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.
If you have any questions concerning this permit, please contact Sergei Chernikov at telephone
number [phone], extension 594.
Sincerely, %/
41ran Klimek, P.E.
EAR- Director, Division of Water Quality
cc: Central Files
Asheville Regional Office/Water Quality Section
NPDES Unit ,
Goldie and Associates
210 West North Second St.
Seneca, SC 29678
North Carolina Division of Water Quality [phone]
1617 Mail Service Center FAX [phone]
Raleigh, North Carolina 27699-1617 On the Internet at http://h2o.enr.state.nc.us/

r
Permit NC0000094 l
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning November 1, 2001 and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Locationl
Flow
0.01 MGD
Continuous
Recording
Effluent
BOD, 5 day (20°C)
26.0 mg/I
39.0 m /I
Weekly
Grab
Effluent
Total Suspended Solids
30..0 mg/I
45.0 m /I
Weekly
Grab
Effluent
NH3 as N
Weekly
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent
Upstream & Downstream
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Upstream & Downstream
Total Residual Chlorine
28 pg/I
2/Week
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Grab
Effluent
Total Phosphorus
Quarterly
Grab
Effluent
Temperature (T)
Weekly
Grab
Effluent
Upstream & Downstream
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = upstream at the Butler Bridge; Downstream = downstream at the Fanning Bridge.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

R
FLETCHER WAREHOUSING COMPANY
P.O. Box 457
Swannanoa, N.C. 28778
October 14, 2003
Mr. David A. Goodrich
NCDENR-NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit NC0000094
Dear Mr. Goodrich:
D L5
OCT 17 2003 L
DENR-WATER QUALITY
POINT SOURCE BRANCH
Pursuant to your letter of July 3, 2003 regarding our May 8, 2003 request for a flow volume change we
hereby include a check for the permit revision fee in the amount of $215 as requested.
Additionally, as we have not received any response to our request of March 7, 2003 (copy enclosed) for a
revision of sampling requirements we wish to incorporate that request into the flow volume request for a
single permit modification, as set forth below.
We had concerns when our permit was originally being drafted as a change from the old Cranston Print
Works permit levels about the very low flow volumes of the revised permit given historical peak rainfall
levels in the area and that our roof drains for all buildings feed into the treatment system. Rainfall levels
this spring have dramatically increased our documented flow levels and we wish to request an increase in
our authorized flow volumes to .1MGB in recognition of this. The increase inflow is due solely to rainfall
levels and not to any increased activity levels at the site.
We also wish to request a modification in our above referenced permit for sampling requirements. Our
permit covers a 4.0 MGD extended aeration wastewater treatment facility for an average flow of 0.01
MGD. The wastewater plant was originally configured for a textile finishing plant, but the property is
currently utilized as a warehouse and distribution facility. Primary inflows to the system are roof drains and
stormwater versus sanitary waste, although sanitary waste does flow into the system. The sampling
requirements of our effluent are certainly reasonable if system flows were at the 4.0 MGD level, but are
quite onerous since we are limited to 0.01 MGD average flow. I have been given to understand that the
sampling requirements we are under are not standard for a facility with flows of 0.01 MGD.
We are also investigating alternatives for handling the storm drain flows, but believe a permit revision in the
interim will be necessary for us to remain in compliance. We have maintained contact with our regional
representative, Mr. Roy Davis, about the status of our potential alternatives, and hope we can have the issue
fully resolved before the end of this summer.
If you have any questions regarding this request, please contact me at 828-210-1820.
Sincere x,
William H. Pott Il
M. Roy Davis, Asheville Regional Office

t
FLETCHER WAREHOUSING COMPANY
P.O. Box 457
Swannanoa, N.C. 28778
a
t A
March 7, 2003
Mr. Dave Goodrich
NC Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES permit NC0000094
Dear Mr. Goodrich:
We wish to request a modification in our above referenced permit. Our permit covers a 4.0 MGD extended
aeration wastewater treatment facility for an average flow of 0.01 MGD. The wastewater plant was
originally configured for a textile finishing plant, but the property is currently utilized as a warehouse and
distribution facility. Primary inflows to the system are roof drains and stormwater versus sanitary waste,
although sanitary waste does flow into the system. The sampling requirements of our effluent are certainly
reasonable if system flows were at the 4.0 MGD level, but are quite onerous since we are limited to 0.01
MGD average flow. I have been given to understand that the sampling requirements we are under are not
standard for a facility with flows of 0.01 MGD.
We would greatly appreciate your review of this situation and any assistance you can provide. Please call
me at 828-210-1820 if I can provide further information.
Sincerely,
William H. Pon II

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
November 28, 2000
Mr. William H. Pott II
Vice President
Fletcher Warehousing Company
P.O. Box 457
Swannanoa, North Carolina 28778
1TkZW;W'A
T
• •
NCDENii
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Issuance of NPDES Permit NC0000094
Fletcher Warehousing Company
Henderson County
Dear Mr. Pott:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently
amended).
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 Natalie Sierra at telephone number
[phone], extension 551.
Sincerely,
Original Signed By
Daviid A Goodrich
Kerr T. Stevens
cc: Central Files
Asheville Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit
Technical Assistance & Certification Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

Permit NC0000094
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,
Fletcher Warehousing Company
is hereby authorized to discharge wastewater from a facility located on
Route 25
Fletcher
Henderson County
to receiving waters designated as the French Broad River in the French Broad River
Basin
in accordance with effluent limitations, monitoring requirements and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective January 1, 2001.
This permit and authorization to discharge shall expire at midnight on October 31, 2005.
Signed this day November 28, 2000.
Original Signed
David A. Goodriu-4
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0000094
SUPPLEMENT TO PERMIT COVER SHEET
Fletcher Warehousing Company is hereby authorized to:
1. Continue to operate an existing (4.0 MGD) extended aeration wastewater
treatment facility at a monthly average flow not exceeding 0.01 MGD which
includes the following components:
Influent lift station with manual trash screen
Dual 3.75 MGD aeration basins with mechanical aerators
Dual final clarifiers with sludge return
Belt press for sludge
Sludge dryer
Settling ponds
Effluent disinfection equipment
This facility is located at the former Cranston Print Works plant in Fletcher on
Route 25 in Henderson County, and
2. Discharge from said treatment works at the location specified on the attached map
into the French Broad River, classified WSAV waters in the French Broad River
Basin.

Permit NC0000094
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of the permit until October 30, 2001, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Locationl
Flow
0.01 MGD
Continuous
Recording
Effluent
BOD, 5 day 20°C
26.0 mg/1
39.0 m /l
3/Week '' '
Grab
Effluent
Total Suspended Solids
30.0 mg/1
45.0 m /l
3/Week .;
Grab
Effluent
NH3 as N
3/Week
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent
Upstream & Downstream
Fecal Coliform (geometric mean)
Weekly
Grab
Effluent
Upstream & Downstream
Total Residual Chlorine
3/Week
Grab
Effluent
Total Nitrogen NO2+NO3+TKN
Quarterly
Grab
Effluent
Total Phosphorus
Quarterly
Grab
Effluent
Temperature (T)
Weekly
Grab
Effluent
U stream & Downstream
pH3
/3/Week
Grab
Effluent
Footnotes:
1. Upstream = upstream at the Butler Bridge; Downstream = downstream at the Fanning Bridge
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0000094
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning November 1, 2001 and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequent
Sample Type
Sample Locationl
Flow
0.01 MGD
Continuous
Recording
Effluent
BOD, 5 day 20°C
26.0 m ll
39.0 m /I
3/Week
Grab
Effluent
Total Suspended Solids
30.0 m /I
45.0 m /I
3/Week
Grab
Effluent
NH3 as N
3/Week
Grab
Effluent
Dissolved Oxygen2
Weekly
Grab
Effluent
U stream & Downstream
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Upstream & Downstream
Total Residual Chlorine
28 /I
3/Week
Grab
Effluent
Total Nitrogen NO2+NO3+TKN
Monthly
Grab
Effluent
Total Phosphorus
Monthly
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
Upstream & Downstream
pH3
3/Week
Grab
Effluent
Footnotes:
1. Upstream = upstream at the Butler Bridge; Downstream = downstream at the Fanning Bridge.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
September 13, 2000
MEMORANDUM
1 ifflo.'W'A'T •
boom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
1 0 Harold Saylor
NC DENR / DEH / Regional Engineer r;
Asheville Regional Office cz^
0 �
From: Natalie Sierra e4
NPDES Unit
Subject: Review of Draft NPDES Permit NC0000094
Fletcher Warehousing Company
Henderson County
Please indicate below your agency's position or viewpoint on the draft permit and return this form by
October 15, 2000. If you have any questions on the draft permit. please contact me at the telephone
number or e-mail address listed at the bottom of this page.
RESPONSE: (Check one)
[�rConcur with the issuance of this permit provided the facility is operated and maintained properly, the
stated effluent limits are met prior to discharge, and the discharge does not contravene the designated
water quality standards.
F-1
Concurs with issuance of the above permit, provided the following conditions are met:
F-1 Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed L Date: / 2,� v
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 538 (fax) 919 733-0719
VISIT US ON THE INTERNET @ hffpJ/h2o.enr.State.nc.us/NPDES Christie.Jackson @ ncmail.net
� 116W4, c#C4 1 -?rv6S

� eY�
NORTH CAROLINA
HENDERSON COUNTY
/V. C
AFFIDAVIT OF PUBLIC
Before the undersigned, a Notary Public of
and State, duly commissioned, qualified, an
by law to administer oaths, personally app
being first duly sworn, deposes and says:
:ounw, i
iorizeW
who s
is
of Hendersonville Newspaper Corporation, engaged in the
Publication of a newspaper known as The Times -News,
Published, issued, and entered as second class mail in the
City of Hendersonville, in said County and State; that he is
authorized to make this affidavit and sworn statement;
that the notice of other legal advertisement, a true copy of
which is attached hereto, was published in The Times -
News on the following dates:
eF /r r5
and that the said newspaper in which such notice, paper,
document, or legal advertisement was published was, at
the time of each and every publication, a newspaper meet-
ing all of the requirements and qualifications of Section 1-
597 of the General Statutes of North Carolina and was a
qualified newspaper within the meaning of Section 1-597 of
the General Statutes of North Carolina.
This day of S� 20
(SIGNED) n
Sworn to and t scribed before me, this
day of c ��' D � t_..i yz � 4 20
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/NPDES
UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NC
27699-1617
NOTIFICATION OF IN-
TENT TO ISSUE A
NPDES WASTEWATER
PERMIT
On the basis of thorough
staff review and applica-
tion of NC General Stat-
ute 143.21, Public law
92-500 and other lawful
standards and regula-
tions, the North Carolina
Environmenpl Manage-
ment Commission_ _pro-
poses to issue a National
Pollutant Discharge Elim-
ination System (NPDES)
wastewater discharge
permit to the person(s)
listed on the attached pa-
ges effective 45 days
from the publish date of
this notice.
Written comments
regard-
ing the proposed permit
will be accepted until 30
days after the publish
date of this notice. All
comments received prior
to that date are consid-
ered in the final determi-
nations regarding the
proposed permit. The Di-
rector of the NC Division
of Water Quality may de-
cide to hold a public
meeting for the proposed
permit should the Divi-
sion receive a significant
degree of public interest.
Copies of the draft permit
and other supporting in-
formation on file used to
determine conditions
present in the draft per-
mit are available upon
request and payment of
the costs of reproduction.
Mail comments an&or
requests for information
to the NC Division of Wa-
ter Quality at the above
address or call Ms.
NPDES Permit Number
NC0068764, La Vista Vil-
lage Condominium Asso-
ciation, 99 La Vista
Drive, Arden, NC 28704
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into an
unnamed tributary to
McDowell Creek in the
French. Broad River Ba-
sin, Currently ammonia &
fecal coliform are water
quality limited. This dis-
charge may affect future
allocations in this portion
of the receiving stream.
NPDES Permit Number
NC'0066664, Henderson
County Schools - Rugby
Junior High School, 414
4th Avenue West, Hen-
dersonville NC 28739
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into Mill
Pond Creek in the
French Broad River Ba-
sin. Currently ammonia
and fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES , Permit Number
NC0083313, Brookside
Village Association, 630
Brookside Camp Road,
Hendersonville, NC
28792 has applied for a
permit renewal for a fa-
cility located in Hender-
son County discharging
treated wastewater into
Featherstone Creek in
the French Broad River
Basin. Currently ammo-
nia, fecal coliform & total
residual chlorine are wa-
ter quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0066362, Benson
Apartments, 161 Brook-
side Camp Road, Hen-
dersonville, NC 28792
has applied for a permit
renewal for a. facility lo-
cated in Henderson
County discharging treat-
..,+ 'u -Aw--W- '—L. ..
this portion of the receiv-
0stream. h
NPDES Permit NumbeF'
NC0033430, Camp Ju-
daea, 1996 Cliff Valley ,
Way, Suite 104, Atlanta,
GA 30329 has applied
for a permit renewal for -a
facility located in Hender
son County discharging
treated wastewater ino
Henderson Creek in the
French Broad River Ba-
sin. Currently ammonia,
fecal coliform and total"
residual chlorine are wa-
ter quality limited. This
discharge may affect fu"
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0034401, Highland
Lake Inn & Conference
Center, P.O. Box 1026,
Flat Rock, NC 28731 has
applied for a permit re-
newal for a facility locat=
ed in Henderson County
discharging treated
wastewater into an Un-
named Tributary to Kind
Creek in the French '
Broad River Basin. Cup
rently ammonia & fecal
coliform are water quality
limited. This discharge
may affect future alloca-
tions in this portion of the
receivii,g stream.
NPDES Permit Number ,
NC0074136, Lakewood
RV ParkT, Route 1,
495B, Flat Rock, NC
28731 has applied for,a
permit renewal for a fa-
cility located in Hender-
son County discharging
treated wastewater into
Dunn Creek in the
French Broad River Ba=
sin. Currently ammonia &
fecal coliform are water
quality limited. This dis-
charge may affect future
allocations in this portion
of the receiving stream.
NPDES Permit Number
NC0000094, Fletcher
Warehousing Co., P.O.
Box 457, Swannanoa,
NC 27778 has applied
for a permit renewal fora,
facility located in Hender
son County discharging,
treated wastewater into
French Broad River ,in
the French gro;W Riygr

Notary Public v
My commission expires:
Better Business Forms (828) 698-1 164
i33-5083, extension
538. Please include the
NPDES permit number
(attached) in any com-
munication. Interested
persons may also visit
the Division of Water
Quality ,at 512 N. Salis-
bury Street, Raleigh, NC
27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review infor-
mation on file.
Unnamed Tributary to
Mud Creek in the French
Broad River Basin. Cur-
rently fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0066249, Country
Acres Mobile Home
Park, 25 Keith Drive, Ar-
den, NC 28704 has ap-
plied for a permit renewal
for a facility located in
Henderson County dis-
charging treated waste-
water into McDowell
Creek in the French
Broad River Basin. Cur-
rently fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0073393, Dana -Hill
Corporation, 925 Dana
Road, Hendersonville,
NC 28792 has applied
for a permit renewal for a
facility located in Hender-
son County discharging
treated wastewater into
an Unnamed Tributary to
Devil's Fork in the
French Broad River Ba-
sin. Currently ammonia,
fecal coliform and total
residual chlorine are wa-
ter quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0074110, Mountain
View Assisted Living,
RT. 11, Box 238, Hen-
dersonville, NC 28792
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into an
unnamed tributary to
Featherstone Creek in
the French Broad River
Basin. Currently BOD,
ammonia & fecal coliform
are water quality ttrnited.
This discharge may af-
fect future allocations in
ca"l . k urr2my rani
coliform and total residu-
al chlorine are water
quality limited. This dis-
charge may affect future
allocations in this portion
of the receiving stream.
NPDES Permit Number
NC0075311, Henderson
County Utilities Dept. -
Mud Creek South
WWTP, 101 East Allen
Street, Hendersonville,;,
NC 28792 has applied.
for a permit renewal for a
facility located in Hender-
son County discharging
treated wastewater into
Mud Creek in the French
Broad River Basin. Cur-
rently BOD, ammonia,,
fecal coliform & total re-
sidual chlorine are water,
quality limited. This dis-
charge may affect future
allocations in this portion,
of the receiving stream.
(04517666) 9/18

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NC0000094 - Fletcher Warehousing/Cranston Printworks
0.
Subject: NC0000094 - Fletcher Warehousing/Cranston Printworks
Date: Wed, 02 Aug 2000 12:59:14 -0400
From: Natalie Sierra <[e-mail]>
Organization: NC DENR DWQ
To: [e-mail]
Hi Roy!
I made it back from Asheville just fine and returned to a lovely
stack of permit files, one of which is in your county. I've been
looking at the DMRs for the last three years to ascertain what should be
included in the new permit. The attached file contains Excel plots of
the flow, COD, phenol, chromium and sulfides data (I thought it was
easiest to look at the data graphically). The data seem to indicate
(and there is an e-mail in the permit file from Charles Weaver that
confirms this) that Fletcher has so little waste now that they are
storing it in a lagoon for several months and then discharging it.
Also, when Cranston was in operation, they said that 0.5% of their total
flow was domestic waste. Since they were permitted at 4 MGD and 0.50 of
4 MGD is 20,000 gpd AND Fletcher's waste is entirely domestic, I'm
suggesting the reduction of their flow limit to 0.05 MGD.
As for the other parameters, notes in the file suggest that phenols,
sulfides, chromium and COD be eliminated, especially since the waste is
now domestic and the 40 CFR does not included these as parameters of
concern for domestic waste. Lastly, the current TSS limit is 80.0 mg/L,
which should probably be reduced to 30 mg/L.
I would like your input on these changes; it might be best to
discuss on the phone - my number is 919-733-5083 ext. 551.
Thanks!
Natalie
LJNC0000094 effluent limits assesment.xls
............
Name: NC0000094 effluent limits
assesment.xls
Type: Microsoft Excel Worksheet
(application/vnd.ms-excel)
Encoding: base64
Download Status: Not downloaded with message
1 of 1 8/2/00 12:59 PM

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Sep-97 Jan-98 Apr-98 Jul-98 Nov-98 Feb-99 May-99 Aug-99 Dec-99 Mar-00 Jun-00 Oct-00
Date

5000
4000
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0 3000
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U
2000
1000
m = loov4mmrqmmw—
Sep-97 Jan-98 Apr-98 Jul-98 Nov-98 Feb-99 May-99 Aug-99 Dec-99 Mar-00 Jun-00 Oct-00
Date

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7 Jan-98 Apr-98 Jul-98 Nov-98 Feb-99 May-99 Aug-99 Dec-99 Mar-00 Jun-00
Date
0
—�— Sulfides
�— Chromium
—�— Phenols

Re: Fletcher Warehousing Company...
Subject: Re: Fletcher Warehousing Company...
Date: Mon, 18 Oct 1999 11:27:16 -0400
From: Charles Weaver <[e-mail]>
To: Mark Mcintire <[e-mail]>
We can't do an NCG550 - Forrest & Roy said that the facility is seeking
other users for the lab and treatment works. Forrest wants the new
owners to understand that later expansions of flow should be no problem,
but that they can't keep the 4 MGD.
They won't get another industry in there, but they may want to expand
the flow for domestic waste later on. If DDK Environmental tries out
their plan for diluting & treating animal waste, they will need an
individual permit, and some pretty stringent monitoring.
The facility will probably be startled enough at flow <1 MGD. Roy
wanted to let them keep the 4 MGD but Forrest & Dave nixed that. They
both want the flow well below 1 MGD - there's no reason for this
facility to be a major.
I'd give them limits for 0.05 MGD. That will allow them to expand
slowly from the present skeletal operation, but keep them from making
too big a change without approval from the ARO (and us). It will also
allow for any massive rainfall events, etc.
You can probably pick any number you'd like and run it by Forrest - if
he says yes, I'd go with that.
CHW
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1 of 1 11/17/1999 1:51 PM

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director g,q
MEMORANDUM
To: Mark McIntire f
From: Charles H. Weaver, Jr.
Subject: Modification of Permit NC0000094
Fletcher Warehousing Company
Henderson County
'AlT111
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Mark, Cranston Print Works formerly owned this site. That company left town and removed all of its manufacturing gear. The new owners,
Fletcher Warehousing Company, requested a name & ownership change mod. I talked to Dave & Forrest Westall about this, and have
also had several conversations with Roy Davis about it (as it's in one of Roy's assigned counties). A hard copy of the draft modification I
prepared is in the permit folder. Changes were made to the old permit based on the following info:
or William Pott (facility contact) said that all the facility stormwater flows through outfall 001 also. Thirty-year rainfall data yielded a worst
case figure of 3.3 MGD discharge of stormwater, so Mr. Pott wanted the flow limit to stay at 4.0 MGD. Dave & Forrest want this
changed (see below)
Ar BOD and TSS limits are from Jackie's 1995 wasteload, calculated for 4 MGD. Jackie went over the revised permit with me and
suggested that monitoring frequencies not be changed for the remaining parameters. The permit is due to expire in September 2000
so we will be revisiting this issue in less than a year. Limit changes can be made then, along with changes in monitoring frequencies
as necessary.
IF Metals limits & monitoring and the tox limit were removed.
Mr. Pott said that the facility currently discharges only when there is heavy rainfall. His company has hired DDK Environmental to run the
WWTP and operate the lab on -site. DDK is pursuing contracts with dairy farmers in the area to "clean out cow lagoons" and use the
WWTP to treat whatever they remove. Nothing has been done yet, but I'll let the ARO know this is a possibility.
In the last staff report, the ARO suggested that connecting the WWTP to the Asheville sewer system was "possible". This also might be
brought up at renewal — if the domestic waste were tied in to the city sewer, only a stormwater permit would be necessary.
Your job (should you decide to accept it) is to calculate a new flow limit and adjust the other limits accordingly. Dave & Forrest want to give
a flow limit representative of the much smaller activity at the site. As I mentioned earlier, there is no flow data from the facility. It hasn't
discharged at all. The enormous on -site lagoon is holding everything.
Mr. Pott needs to understand why his flow limit is being reduced, and be told that he can expand flow later if necessary.
Thanks for taking this one. Hopefully everything you need is in the file. I'll e-mail you the electronic copies of the permit mod I prepared
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 511 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

FLETCHER WAREHOUSING COMPANY
P.O. Box 457
Swannanoa, N.C. 28778 (�
July27, 1999
Mr. Charles H. Weaver, Jr.
NC Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1.617
Re: NPDES Permit NC0000094
Modification request
Dear Mr. Weaver:
I've enclosed a copy of our deed related to the purchase from Cranston Print Works
Company. What had been several properties were consolidated into one on this transfer.
If you need a history reflecting the parcels separately, please let me know. The deed has
two dates reflected on it. The December 22 date is when closing was originally
scheduled. This closing was postponed as weather conditions kept Federal Express from
delivering certain documents related to the closing. The December 29 date reflected as
the filing and recording date in the Register of Deeds Office in Henderson County was
the actual closing date and properly reflects the title transfer date. Up through last month
Cranston still had an employee on site to continue meeting their requirements with
NCDENR. We have engaged DDK Environmental to perform these tasks for us and they
have offices on the property.
Please let me know should you require any further information to transief owucrsiup of
the permit.
Sincerely,
4�0
*�/�
William H. Pott II

STATE Jc
i7pTH
x1`z1.p '' Exclse Tet. --
B 9 7 9 P997
i� 60NA rlfd , 1 11;
-..- VH 1!,,4
Excise Tax $7,000.00
Tax Lot No.
Verified by
by
Filed and recorded in the Register of Deeds Office to,
rson County, N. C. this271-day of dc. , 19, '? '
I.��o'dock,,LM. in Bookat page 19 r1 .
of DwIs
Recording Time, nook and Page
Parcel Identifier No.
County on the day of
19
Mail after recording to Van Winkle Buck Wall Starnes Davis P.A. Attorney's Initials MMT
422 South Main Street Hendersonville NC 28792-2932
This instrument was prepared by Van Winkle Buck Wall Stames Davis P.A.
Brief description for the Index 1 178 ACRES +/- AND BUILDING - FLETCHER
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 22nd day of DECEMBER 19 98 by and between
GRANTOR
CRANSTON PRINT WORKS COMPANY,
A RHODE ISLAND CORPORATION
STATE OF
I)RTH `xl.jsii' #ay,
i AboNA { �
0.-. 00
i
GRANTEE
FLETCHER WAREHOUSING
COMPANY LIMITED PARTNERSHIP,
A NORTH CAROLINA LIMITED PARTNERSHIP
WHOSE MAILING ADDRESS IS:
875 Warren Wilson College Road
Swannanoa, INC 28778
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETI1, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of , HOOPERS CREEK Township, HENDERSON County,
North Carolina and more particularly described as follows:
See EXHIBIT A attached hereto and incorporated herein by reference.
Ile I`..iirir c'rrtE uF ,a y_9Y R&d' :: :n%r
TH
fA}�LIItiA-ti. i xt:is.. Tay ; t�pt.1NA
y 9 0. 0 01! .: oeczy'se a.. i tF ;? 0. 0
;LATE ZYAiL,iiniFr .
LjRTh A r trrsj+ Ex�;l-i Tax
A�p1.iN
H-6019

B 9 7 9 P498
The property hereinabove described was acquired by Grantor by instrument recorded in in Deed Book at Page
HENDERSON COUNTY REGISTRY
A map showing tite above described property is recorded in Plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple
that title is marketable and free and clear of all encumbrances, and the Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements, covenants, conditions and restrictions of record; 1998 ad valorem taxes, not yet due and payable; and utilities physically located
on the property
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first above
written.
CRANSTON PRINT WORKS COMPANY �a (SEAL)
A RHODE ISLAND CORPORATION p
( 'or ate N 2e) z
By: ✓ (SEAL)
• x
U
President
(SEAL)
A
a
(SEAL)
Secretary (Corporate Seal) /)
/
A?YAtv1P.0 ;Ins.. C L�LsLGt County.
I, otary Public of the o y and State afoSJecaid, certify that E-4/— e
=` J� ; : •}t- `�yo rc..' rl ) r2�75 /x // r/lJ L cJ i Cra�pfor, '.
✓; 1 L + m personally appeared b ore me this day and acknowledged the exec ton of the foregomems iumel�t :Vditness 4!
`•'" ..l`I tip'` 3 my hand and official stamp or seal, this 2 z day of ; rq'
My commission expires: = �i�[ �/�/ L� 14gfarf-Tublic''
nr;n;r.
�51 ,.. '',
SE' \STA- : :,r �01",f RHODE ISLAND,— � County. t• +,�+!
�: p ,' r I, a Notary Public of the County and State aforesaid, certify that��` /� • r✓f I,
n : + 4': -r v--
a to a�'' f personally came before me this day and acknowledged that he is r•4c�etaf(of
l,L'.) r'
Cranston Print Works Company, a Rhode Island Corporation, and that by authorii Jul y Y
' •',Y `i, e 1� �! ,,. � given and as the act of the corporation, the foregoing instr))Iment was signed in its ri'ajmb � '•IV. 1.1 r• : _
President, sealed with its corporate seal and attested by as its tl cc.,
W ' a Witness my hand and official stamp or seal, this Za d� ay of December , 199$
My commission expires:
'file foregoing Certificate(Y) of
is/me certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on th
first page hereof.ereo
h-4+u. (,J • ok b' REGISTER OF DEEDS FOR COUNTY
By kM— S.W .y11\JAa/ Dep ii5i/ Assimmt-Register of Deeds. .
N C. Bu A— Fuim Nu 60 1977 — Junn Willi— & C... h., Bue 127, Yedki-ilk, N.C. 27055
Piim J by AS, --a wish 0,e N. C. Bu Assoc. -- 1981

B 9 7 4 P499
EXHIBIT A
HENDERSON COUNTY
BEGINNING at a PK nail located within the right of way of the Southern Railroad. Said point
also being located at the western margin of the right of way of Howard Gap Road (S.R. 1006)
said point further being located in the northernmost corner of that property described in deed
recorded in Deed Book 553, at Page 483, Henderson County Registry; thence from said
beginning point and with the western margin of the right of way of Howard Gap Road the
following eighteen courses and distances: South 08 degrees 47 minutes 30 seconds East 50.62
feet to a point; thence South 09 degrees 04 minutes 37 seconds East 335.78 feet to a point; thence
South 12 degrees 14 minutes 24 seconds East 181.22 feet to a point; thence South 14 degrees 54
minutes 46 seconds East 65.93 feet to a point; thence South 73 degrees 35 minutes 03 seconds
West 29.53 feet to a point; thence South 17 degrees 24 minutes 33 seconds East 57.59 feet to a
point; thence with a curve to the left in a southeasterly direction, said curve having a radius of
1295.93 feet and an arc distance of 271.42 feet (chord equals South 20 degrees 23 minutes 22
seconds East 278.05 feet) to a point; thence South 28 degrees 18 minutes 43 seconds East 97.13
feet to a point; thence South 26 degrees 47 minutes 15 seconds East 205.89 feet to a point; thence
South 18 degrees 40 minutes 17 seconds East 303.06 feet to a point at the bridge crossing the
Cane Creek; thence crossing said creek South 13 degrees 34 minutes 54 seconds East 190.65 feet
to a point; thence South 13 degrees 14 minutes 54 seconds East 205.78 feet to a point; thence
with a curve to the right in a southeasterly direction said curve having a radius of 1295.93 feet
and an arc distance of 353.80 feet (chord equals South 03 degrees 02 minutes 54 seconds East
352.71 feet) to a new iron pin; thence South 10 degrees 50 minutes 22 seconds West 210 feet to a
point; thence South 10 degrees 50 minutes 22 seconds West 176.29 feet to a new iron pin;
thence South 79 degrees 09 minutes 38 seconds East 29.52 feet to a point; thence South 10
degrees 34 minutes 36 seconds West 163.24 feet to a point; thence South 07 degrees 54 minutes
48 seconds West 115.30 feet to a point; thence South 04 degrees 56 minutes 48 seconds West
166.75 feet to a point; thence South 01 degrees 35 minutes 30 seconds West 133.68 feet to a
point; thence South 06 degrees 41 minutes 46 seconds East 36.11 feet to a new iron pin located
near the intersection of the right of way of Howard Gap Road with the right of way of Old
Asheville Highway (S.R. 1536); thence with the western margin of the right of way of the Old
Asheville Highway the following ten courses and distances: South 19 degrees 34 minutes 52
seconds West 172.22 feet to a point; thence South 29 degrees 12 minutes 27 seconds West
110.83 feet to a point; thence South 32 degrees 39 minutes 24 seconds West 194.77 feet to a
point; thence South 32 degrees 39 minutes 24 seconds West 400.35 feet to a point; thence South
32 degrees 39 minutes 24 seconds West 260.36 feet to a point; thence South 27 degrees 44
minutes 19 seconds West 108.51 feet to a point; thence South 19 degrees 51 minutes 28 seconds
West 87.32 feet to a point; thence South 16 degrees 26 minutes 18 seconds West 183.21 feet to a
point; thence South 21 degrees 14 minutes 52 seconds West 115.84 feet to a point; thence South
30 degrees 44 minutes 52 seconds West 31.78 feet to a new iron pin; thence leaving said right of
way and running with the northern boundary of the McPalls tract as described in deed recorded in
Deed Book 539, at Page 941, Henderson County Registry, North 53 degrees 46 minutes 00
seconds West 160.88 feet to a new iron pin; thence with the southern boundary of that property
as described in Deed Book 539, at Page 1047, Henderson County Registry North 76 degrees 21
minutes 10 seconds West 81.16 feet to an existing iron pin; thence North 00 degrees 08 minutes
29 seconds West 7.50 feet to a new iron pin; thence North 86 degrees 22 minutes 22 seconds
West 342.55 feet to a concrete monument found located in the eastern boundary of the Salvage
Disposal Co. of Georgia tract as described in deed recorded in Deed Book 887 at Page 184,
Henderson County Registry; thence with the eastern boundary of same North 03 degrees 17
minutes 38 seconds East 539.21 feet to a point; thence North 03 degrees 17 minutes 38 seconds
East 44.90 feet to a point; thence North 76 degrees 10 minutes 46 seconds West 184.40 feet to an
existing iron pin located in the northern boundary of the Southern Concrete Material Inc. tract as
described in deed recorded in Deed Book 642, at Page 593, Henderson County Registry; thence
with the northern boundary of same the following four courses and distances: North 75 degrees
14 minutes 57 seconds West 131.70 feet to a concrete monument found; thence North 64
degrees 08 minutes 25 seconds West 125.20 feet to a new iron pin; thence North 39 degrees 14
minutes 25 seconds West 95.26 feet to a concrete monument found; thence North 52 degrees 02

597`i P500
minutes 50 seconds West 105.38 feet to an existing iron pin located within the railroad tracts of
the Southern Railroad right of way, said point also being located in the eastern boundary of Tract
Two described herein; thence within said Southern Railroad right of way the following three
courses and distances: North 20 degrees 32 minutes 00 seconds East passing a PK Nail Set on the
line at 243.39 feet for a total distance of 3,498.56 feet to a point; thence North 21 degrees 52
minutes 54 seconds East 143.68 feet to a point; thence North 23 degrees 46 minutes 37 seconds
East 143.68 feet to the POINT AND PLACE OF BEGINNING and being 107.24 acres more or
less as shown on the survey prepared by F.V. Clinkscales , Jr., RLS entitled "Survey for
Fletcher Warehousing Company Limited Tract I" dated December 16, 1998 and being Drawing
Number HC18525 reference to which is hereby made and incorporated herein for greater
certainty of description.
AND BEING a consolidated description of all of that property as described in deed recorded in
Deed Book 553 at Page 483; Deed Book 274 at Page 433; Deed Book 274 at Page 436; Deed
Book 539 at Page 1047 and the greater portion of that property described in deed recorded in
Deed Book 274 at Page 434, Henderson County Registry.
1 Y MITO
BEGINNING at a new iron pin located in the western margin of the right of way of US Highway
25, said point also being located at the southern margin of Cane Creek said point further being
located at the northeastern corner of that property described in deed recorded in Deed Book 550,
at Page 185, Henderson County Registry; thence from said beginning point and with the western
margin of the right of way of U.S. Highway 25 South 20 degrees 38 minutes 18 seconds West
2448.53 feet to a right of way monument; thence South 26 degrees 08 minutes 54 seconds West
239.87 feet to a right of way monument found; thence leaving said right of way and running with
the boundary of the Rockwell Heavy Vehicle Systems Inc. tract as described in deed recorded in
Deed Book 911, at Page 574, Henderson County Registry North 21 degrees 25 minutes 53
seconds West 28.39 feet to an existing iron pin; *thence North 86 degrees 17 minutes 00 seconds
West 217.38 feet to a concrete monument found located in the boundary of the aforereferenced
Rockwell Heavy Vehicle Systems Inc. tract; thence with the boundary of same North 03 degrees
14 minutes 00 seconds East passing an existing iron pin on the line at 90.21 feet and 532.03 feet
for a total distance of 2562.83 feet to a new iron pin located at the margin of the waters of Cane
Creek; thence with the southern margin of the waters of Cane Creek, the following three courses
and distances North 89 degrees 04 minutes 29 seconds East 379.54 feet to a point; thence South
85 degrees 36 minutes 55 seconds East 298.35 feet to a point; thence South 78 degrees 33
minutes 01 seconds East 382.14 feet to THE POINT AND PLACE OF BEGINNING and
being 39.25 acres more or less as shown on the survey prepared by F.V. Clinkscales , Jr., RLS
entitled "Survey for Fletcher Warehousing Company Limited Tract 2" dated December 16, 1998
and being Drawing Number 1IC18526 reference to which is hereby made and incorporated
herein.
AND BEING all of that property as described in deed recorded in Deed Book 550, at Page 185,
Henderson County Registry.
TRACT TWO is conveyed subject to the right of way of US Highway 25, the right of way of the
Southern Railroad, the right of way to Southern Bell Telephone Company and a waterline right
of way and agreement in favor of the City of Hendersonville.
TRACT THREE:
BEGINNING at a right of way disc found located at the intersection of the northern margin of
the right of way of Jackson Road and the eastern margin of the right of way of Howard Gap
Road, said point also being located in the southwestern corner of the Cranston Pritlt Works
Company tract as described in deed recorded in Deed Book 562, at 695, Henderson County
Registry; thence from said beginning point and with the eastern margin of the right of way of
Howard Gap Road the following four courses and distances: North 13 degrees 22 minutes 04
seconds East 97.52 feet to a point; thence North 11 degrees 51 minutes 13 seconds East 213.99
feet to a right of way disc found; thence North 07 degrees 35 minutes 23 seconds East 283.05

8074 P501
feet to a right of way disc found; thence North 06 degrees 39 minutes 17 seconds West 106.55 to
a point near a creek; thence leaving said right of way and running with the southern boundary of
the Jarrett tract as described in deed recorded in Deed Book 639, at Page 537, Henderson County
Registry North 81 degrees 54 minutes 29 seconds East 1257.15 feet to a new iron pin (said new
iron pin being located South 81 degrees 38 minutes 48 seconds West 122.38 feet from a 60 inch
sycamore); thence with the western boundary of the Tatham tract as described in deed recorded
in Deed Book 584, at Page 304, Henderson County Registry, South 11 degrees 47 minutes 33
seconds East 613.53 feet to an existing iron pin at a fence corner; thence continuing with the
boundary of the aforereferenced Tatham tract and the Tatham tract as described in deed recorded
in Deed Book 691, at Page 165, Henderson County Registry South 44 degrees 14 minutes 20
seconds West 1172.74 feet to a fence corner located in the northern margin of the right of way of
Jackson Road; thence with the northern margin of same, North 48 degrees 41 minutes 21 seconds
West 855.74 feet TO THE POINT AND PLACE OF BEGINNING and being 31.46 acres
more or less as shown on a survey prepared by F.V. Clinkscales, Jr., RLS entitled "Survey for
Fletcher Warehousing Company Limited Tract 3" dated December 16, 1998 and being Drawing
Number HC18527 reference to which is hereby made and incorporated herein.
AND BEING all of that property as described in deed recorded in Deed Book 562, at Page 695,
Henderson County Registry.
TRACTS ONE, TWO AND THREE DESCRIBED ABOVE BEING ALL OF THAT
PROPERTY DESCRIBED IN DEEDS RECORDED IN DEED BOOK 274 AT PAGE 436,
DEED BOOK 274 AT PAGE 433, DEED BOOK 550 AT PAGE 185, DEED BOOK 562 AT
PAGE 695, DEED BOOK 553 AT PAGE 483 AND DEED BOOK 539 AT PAGE 1047,
HENDERSON COUNTY REGISTRY AND THE GREATER PORTION OF THAT
PROPERTY DESCRIBED IN DEED BOOK 274, AT PAGE 434, HENDERSON COUNTY
REGISTRY LESS AND EXCEPTING FROM. THE OPERATION OF THIS CONVEYANCE
THOSE TRACTS WHICH ARE SUBJECT TO PENDING CONDEMNATION
PROCEEDINGS FILED IN HENDERSON COUNTY_ CIVIL SUPERIOR FILE NO.98-CVS-
1548, HENDERSON COUNTY COURTHOUSE.
THERE IS ALSO CONVEYED to the grantees their heirs and assigns forever all of grantors
right, title and interest in and to those easements and rights of way as recorded in Deed Book 274
at Page 437, Deed Book 274 at Page 444, Deed Book 274 at Page 360, Deed Book 274 at Page
438, Deed Book 274 at Page 439, Deed Book 274 at Page 443 and Deed Book 274 at Page 446,
Henderson County Registry reference to which is hereby made and incorporated herein for
greater certainty of description.
THE Grantor and Grantee herein acknowledge and agree that the purchase price as reflected by
the revenue stamps affixed hereto represent a substantial reduction in the fair market value of the
subject property. This substantial reduction in the fair market value has occurred because some
of the most valuable real property is being taken by the North Carolina Department of
Transportation by virtue of that Complaint and Declaration of Taking and Notice of Deposit
captioned "Department of Transportation vs Cranston Print Works Company" filed in I lenderson
County Superior File Number 98-CVS-1548. Grantor herein reserves all rights and interest in
and to any condemnation award to be paid by the North Carolina Department of Transportation.
G:\22-MMTNCRANST0N\EXH1B1T.A

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
July 22, 1999
Mr. William H. Pott II
Fletcher Warehousing Company, LP
P.O. Box 457
Swannanoa, North Carolina 28778
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit NC0000094
Modification request
Henderson County
Dear Mr. Pott:
On May 4, 1999, the Division received your request to transfer ownership of the subject permit
from Cranston Print Works to Fletcher Warehousing Company, LP. The request did not include any
documentation (such as a deed or sales agreement) showing the date on which your firm took control
of the subject facility. Please submit the appropriate documentation to my attention at the address
listed at the bottom of this page.
Due to the fluid nature of facility ownership changes, Division policy requires written
documentation that the new owner has taken possession of the permitted facility. In the past,
ownership modifications were erroneously issued due to delayed transfers of ownership, corporate
restructuring, abandoned purchases, etc. For compliance purposes, it is best to have an exact date on
record to document when your firm took control of the former Cranston Print Works site.
I apologize for the delay in responding to your request. The NPDES Unit currently has five
vacant positions with an additional staff member on extended medical leave. This staff shortage is
delaying all of our work. Your modification request is among thirty modification requests I am
currently reviewing. Please submit the deed (or other comparable) documentation and I will complete
the name and ownership change modification.
If you have any questions about this matter, or about the NPDES permitting process, contact
me at [phone], extension 511.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer [e-mail]

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
e��
1:�EHNR
WATER QUALITY SECTION
PERMIT NAME/OWNERSHIP CHANGE FORM
10 N ONO 0 Q all t;u 1 V 0 10 I;u: 1►
©vooceaa0
1. Permit holders name: eR-AW 57-0t-' Tk i"-r t"107-Ks Cd
2. Permit's signing official's name and title:
(Person legally res ible for permit)
/(Title)
3. Mailing address;Rwd S SO� City: er-,
G `
State: ,V _Zip Code: 7��-- Phone: (� ) t kt
1. This request for a name change is a result of:
Za. Change in ownership of property/company
_b. Name change only
_c. Other (please explain),
3456�89
MAY 1999
C9 RECEIVED
Water Quality
Pretreatment
INS,
2. New owner's name (name to be put on permit). FLETC-90z- (AJ H Gi1uj31a U Cow. PANyj LIM 1 rt'o f nZTrJEKsrF�P
3. New owner's or signing official's name and title: �✓"111,f" 7 / / `'7
(Person legally responsible for permit)
(Title)
4. Mailing address: , 9 �vx `5s7 City: ��/aNHA.✓oA
Stale '�� -- Zip Code: aLf7v'� Phone: (�� ) a9f-�Lf�

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS
LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed application
3. If an ownership change, legal documentation of the transfer of ownership (such as a contract, deed,
articles of incorporation)
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PEW1IT YIOLDER AND THE NE 0; APPLICANT iN THE CASE OF CHANGE OF
OWNERSHIP. FOR NAME CHANGE ONLY, COMPLETE AND SIGN THE
APPLICANT'S CERTIFICATION.
Current Permittee's Certification:
I, o laC 0 , attest that this application for name/ownership change has been
reviewed a6d is accurateLQd complete to the best of my knowledge. I understand that if all required parts
of this application are not completed and that if all required supporting information and attachments are not
included, ' pado licn kage wi 1 be. reed asincomplete.
Signature
Date:y 9
Applicant's Certification:
I, G✓'1/1A.r, // rO� / � , attest that this application for a name/ownership change has been
reviewed and is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed and that if all required supporting information and attachments are not
included, this application p e will be returned as incomplete.
Signature: W� /�� Date; eagopfg
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION
AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Telephone: [phone]
Fax: [phone]

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
DIX
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
NCDENR January 22, 1999
�n
JAMES B. HUNT JR. a�'dyz
GOVERNOR
Mr. William H. Pott II
Vice President -Finance
Owen Manufacturing Company
WAYNe McClEvITT Post Office Box 457
SECRETARY Swannanoa, North Carolina 28778
Subject: Compliance Evaluation Inspection
*: Status: In Compliance
NPDES Permit Number NC0000094
A PREaTvrlHowu�c,.1R Fletcher WarehousingCompany,LTD
P.E., DIRECTOR -
,tea3�sN ( Formerly Cranston Print Works)
Henderson County
Dear Mr. Pott:
Attached is the report resulting from my January 21,
1999 inspection of the wastewater treatment plant serving
Fletcher Warehousing Company. I very much enjoyed meeting
4 .�4
you yesterday and look forward to working with you in the
years to come. During the inspection, I was informed that
manufacturing at this location has ceased and that Owen.,
? Manufacturing closed on the former Cranston Print Works
property on December 29, 1998. At the time of my inspection
only a small volume was being discharged, primarily as a
result of infiltration of groundwater into treatment plant
units.
I discussed the transfer of Cranston's NPDES Permit
with Charles Weaver of our central headquarters staff. We
agreed that Owen manufacturing should submit a Short Form D
- (attached) along with a check made out to the Department
(DENR) in the amount of $214 . 50 as a permit processing fee.
We view this as a major modification to a minor permit which
determines the amount of processing fee. In a cover letter,
please discuss the flow you want to discharge and how that
figure was arrived at. Also, please stress that you are
seeking transfer and modification of Cranston's existing
Permit (NC0000094). It would also be well to attach a
letter from Cranston in which Cranston agrees to the
�.x requested transfer. Given that Owen Manufacturing proposes
to use this property exclusive) for warehousing,the new
.,• � P P Y Y
. effluent limits page would authorize the discharge of
treated domestic wastewater only and would no longer
,aw>� authorize the discharge of treated industrial process
wastewater.
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801 -2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 Oq POST -CONSUMER PAPER

William H. Pott II
January 22, 1999
Page Two
I would suggest you call me as soon as you arrive at a
flow figure you wish to appear in your discharge permit so
that we can discuss this matter one more time before you
submit your application.
As this project progresses please do not hesitate to
call me at 828-251-6208 if I may be of assistance.
Sincerely,
Roy M. vis
Environmental Engineer
Enclosure
xc: Melinda Greene, EPA
Mike Dodson
Don Greene
Charles Weaver
00094E.99

4 United States Environmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No. 2040-0003
PA NPDES Compliance Inspection Report
Approval Expires 7-31-85
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 2 15 I 3 NC0000094 1 t 12 990121 17 18 L l
�J L� I
19 u 20 LJ
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I
21 Reserved Facility Evaluation Rating BI QA
Reserved 66
67 L__IU 69 70 5 71 I I 72 I I 73 74
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
Fletcher Warehousing Co. (Formerly Cranston Print Works)
1:30 PM
Oct.1, 1995
Exit Time/Date
Permit Expiration Date
3:00 PM
Sep,30,2000
Name(s) of On -Site Representative(s)/Title(s)
Phone No(s)
Bill Pott
1-828-298-6802
Name, Address of Responsible Official
Title
Bill Pott
Vice President -Finance
Phone No.
Contacted
same
yes
Section C: Areas Evaluated During Inspection CODES .r S - Satisfactory M - Marginal U - Unsatisfactory
N - Not evaluated/Not applicable
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
N
Pretreatment
Compliance Schedules
Self -Monitoring Program
S
Operations & Maintenance
Sludge Disposal
Other: rOW 36
S
N
S
S
S
S
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
The present 4.0 MGD wastewater treatment plant previously operated by Cranston Print Works is now being operated as an oxidation basin and is more than
capable of treating a small volume of sewage and meeting Secondary limits.
Name(s) n ignature(s) of Inspector(s)
Agency/Office/Telephone
Date
Roy M. avi
\ w
DWQ/ARO 828-251-6208
1
Signa of R ewer
Agency/Office
Date
DWQ/ARO 828-251-6208
Regulatory Office Use Only
Action Taken
Date
Compliance Status
Noncompliance
Compliance

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDENR
JAMES B. HUNTJR.
GOVERNOR
WAV = Mr1`11 11 a•- _
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
April 26, 1999
Mr. William H. Pott II
Vice President -Finance
Owen Manufacturing Company
Post Office Box 457
Swannanoa, North Carolina 28778
Subject: Transfer of NPDES Permit
NC0000094
Fletcher Warehousing Company LTD
(Formerly Cranston Print Works
Henderson County
Dear Mr. Pott:
Attached is one copy of our PERMIT NAME/OWNERSHIP
CHANGE FORM to be used to effect a simple NPDES Permit name
change. Return this form and documentation demonstrating
transfer of ownership of the former Cranston property in
Henderson County and NPDES Permit Number NC0000094 will be
transferred from Cranston Print Works to Fletcher
Warehousing Company, LTD. The permit will be transferred in
its entirety with no change other than name.
Please call me at 828-251-6208 should you need to
discuss this matter. Please return this form and attachment
to Mr. Charles Weaver at the address shown on the back of
the form.
Sincerely,
Roy M. vis
Environmental Engineer
xc: Don Greene
Charles Weaver
00094LI.99
INTERCHANGE BUILDING, 59 WOOOFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

VI.LW -'
State of North Carolina
Department of Environment,A
Health and Natural Resources cf
Division of Environmental Management
James B. Hunt, Jr., Governor
B. Howes Secretary Jonathanry 1 ,� 0 W,ja p E H N
A. Preston Howard, Jr., P.E., Director��(
May 3, 1996�I 1,
Mr. Donald L. Greene
Cranston Print Works Company
Fletcher Division
Fletcher, North Carolina 28732
Dear Mr. Greene:
Subject: NPDES Permit Modification
Permit No. NC0000094
Cranston Print Works Co.
Henderson County
This correspondence is in response to your February 23, 1996 request for a minor permit
modification. Specifically, you requested that fecal coliform limitations be removed based upon a
change in receiving stream classification from WS-IV to C. The Division does not require fecal
coliform limitations based upon stream classification. Fecal coliform limits are based upon the
effluent dilution ratio which is a function of stream flow, not classification. Under this policy, the
fecal coliform limitations currently contained in your NPDES permit are appropriate. In addition,
your facility has been found to discharge high levels of fecal coliform . Although the Division
does not typically encourage the chlorination of industrial wastewater discharges, the fecal coliform
limitations are necessary and no permit modification with respect to fecal coliform has been made.
It was also requested that chlorinated phenolic compound monitoring be reduced to quarterly rather
than weekly based upon a change in receiving stream classification from WS-IV to C. Although
there is no water quality standard for chlorinated phenolic compounds in non -water supply
classified waters, the Division is still concerned with the potential for discharge of these
compounds. However, the Division concurs that weekly monitoring is not necessary to adequately
characterize this potential. In accordance with this determination, your NPDES permit has been
modified to provide for twice monthly monitoring of chlorinated phenolic compounds and permit
effluent limitations for these parameters have been removed.
Attached to this correspondence is an amended Supplement to Permit Cover Sheet which reflects
the new stream classification and an Effluent Limitations and Monitoring Requirements page which
reflects the changes noted above. These pages should be inserted into your permit. The old
Supplement to Permit Cover Sheet and Effluent Limitations and Monitoring Requirements page
should be discarded. All other terms and conditions contained in the issued permit remain
unchanged and in full effect. These permit modifications are issued pursuant to the requirements
of Nortla'Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency. This permit modification becomes
effective immediately.
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 ti rittcn
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NPDES Permit Modification
Cranston Print Works Company
May 3, 1996
Page 2 of 2
Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-
7447. Unless such demand is made, this decision shall be final and binding.
If you have any questions, please contact Jeanette Powell of my staff at [phone], extension
537.
Sincerely,
//V
A. Preston Howard, Jr., P.E.
cc: Central Files
Paul White, Asheville Regional Office
Mr. Rgosevelt Childress, EPA
Permits and Engineering Unit
Facilities Assessment Unit
Aquatic Survey and Toxicology Unit

Permit No. NC0000094
SUPPLEMENT TO PERMIT COVER SHEET
Cranston Print Works Company
is hereby authorized to:
1. Continue to operate the existing 4.0 MGD extended aeration type wastewater treatment facility
consisting of an influent lift station with manual trash screen, dual 3.75 MGD aeration basins
with mechanical aerators, dual final clarifiers with sludge return, sludge handling facilities
consisting of a belt press, sludge dryer, and fly -ash ponds, and effluent disinfection facilities
located at US Highway 25, Fletcher, Henderson County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into French
Broad River which is classified Class C waters in the French Broad River Basin.

A. (1). EFFLUENT !.I \TITATIONS AND MONITORING REQUIREMENTS FIN AL
Permit No. N('00 )0094
During the period 1, -`Tinning on the effective date of the permit and lasting unti i expiration, the Permittee is authorized to discharge from outfal l(s) serial
number 002. Such ,' isc barges shall be limited and monitored by the permittee a> sp( cified below:
Effluent Characteristics
Flow
BOD, 5 Day, 20 °C
Total Suspended Sc I id
COD
Sulfide
Total Chromium
Phenols
4-Chloro-3 methyl phenol 2
4-Chloro-2 methyl phenol 2
2,4-dimethyl phenol 2
Fecal Coliform 3
NH3-N
Dissolved Oxygen
Copper
Zinc
Total Phosphorus
Total Nitrogen
Conductivity
Temperature
pH 4
Chronic Toxicity 5
Discharge Limitations
Monthly. Avg.
4.0 MGD
868.5 lb/day
2674.81b/day
12220.4 lb/day
28.261b/day
14.13 lb/day
200 / 100 ml
Daily Max.
2314.51b/da\
7127.0 lb/da\
33048.61b/da\
75.3 lb/da\
37.65 lb/da`
Monitoring
Requirements
Measurement
Sample
Sample
Frequency
Type
Locationl
Continuous
Recording
I or E
3/Week
Composite
E
3/Week
Composite
E
3/Week
Composite
E
Weekly
Grab
E
Weekly
Composite
E
2/Month
Grab
E
2/Month
Composite
E
2/Month
Composite
E
2/Month
Composite
E
3/Week
Grab
E,U,D
3/Week
Composite
E
3/Week
Grab
E,U,D
2/Month
Composite
E
2/Month
Composite
E
Quarterly
Composite
E
Quarterly
Composite
E
3/Week
Grab
U,D
3/Week
Grab
E,U,D
3/Week
Grab
E
Quarterly
Composite
E
Footnotes:
t Sample locations: E - Effluent, I - Influent, U - Upstream at Butler Bridge, D - Downstream at Fanning Bridge
2 Phenol measurements shall be the sum of those phenolic compounds identified through gas chromatography analytical procedures not including 4-chloro-3-
methyl phenol, 4-chloro-2-methyl phenol, and 2,4-dimethyl phenol. These compounds shall be monitored as specified above. For comparison, the 4-amino
antipyrene test for phenols shall be performed in addition to gas chromatography. The gas chromatography test results shall be reported in monthly self
monitoring reports. All mass spectroscopy and 4-amino antipyrene analyses shall be reported in letter form attached to self -monitoring reports. See Part III,
Condition E.
3 Fecal coliform monitoring as specified above. The fecal coliform limit shall become effective six months after the effective date of this permit.
4 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5 Chronic Toxicity (Ceriodaphnia) P/F at 1.9%: March, June, September, and December. See Part III, Condition F.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR FOAM IN OTHER THAN TRACE AMOUNTS.

�j
CRANSTON PRINT WORKS COMPANY
FLETCHER DIVISION • FLETCHER, NORTH CAROLINA 28732 - TEL: [phone]
NEW YORK OFFICE* 469 SEVENTH AVE., NEW YORK, N.Y. 10018 -TEL: [phone]
February 23, 1996
Mr. David A. Goodrich
Permits and Engineering Unit
Division of Environmental Management/
WQ Section
Post Office Box 59535
Raleigh, N. C. 27626-0535
Dear Mr. Goodrich:
/co,�_
'zt
vEcE vED FEB 9-
We would like to request a review, and possible modification of our NPDES Permit, NC
0000094.
Our current permit became effective as of October, 1995 with the classification of the
receiving stream being WS IV. The portion of the river receiving our discharge was being
considered as a surface water source for the City of Asheville.
The portion of the receiving stream that we discharge to has since been reclassified to a
Class C status, and is no longer being considered as a surface water source. The proposed
intake has been relocated to a point upstream of our discharge to the Mills River and
Upper French Broad.
We would like to request two modifications to our permit:
1) The limit for Phenols, 4-Chloro-3 methyl phenol, 4-Chloro-2 methyl phenol, and
2,4-dimethyl phenol be changed to reflect the stream classification change. These
parameters were in our permit based on the use of the stream as a water source, which is
no longer the case. We would also request that the monitoring frequency be reduced to
quarterly rather than weekly due to the changes in plans to use the stream as a water
APO -
source.
2) The Fecal Coliform limits to be removed to reflect the stream classification change.,,
We believe that to meet the current limit that chlorination will be necessary. We also
believe that this would be more detrimental to the receiving stream quality than the
possible impact of F. Coliform in an industrial discharge.
cp
w
AN EMPLOYEE -OWNED COMPANY

RI'CEIYED F€Q 2 § f*
We would appreciate your consideration and comments on this matter.
Should you have any questions, please call me at 704-684-6411.
Sinc rely,
D nald L. Greene
Environmentalist, Fletcher Division
CC: I Powell
Paul White, ARO

Ace*
C
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary August 20, 1985 Director
Dr. Henry Donaldson, Ph.D
Environmental Chemist
Cranston Print Works Company
1381 Cranston Street
Cranston, R. I. 02920
SUBJECT: Permit No. NCOOOOO94
Authorization to Construct
Cranston Print Works Company
Fly Ash Pond Expansion
Henderson County
Dear Dr. Donaldson:
A letter of request for Authorization to Construct was received November
18, 1983, by the Division and final plans and specifications for the subject
project have been reviewed and found to be satisfactory. Authorization is
hereby granted for the construction of approximately 0.10 acre expansion to
the existing 0.73 acre fly ash settling pond to serve the Cranston Print Works
Company's Fletcher Plant in Henderson County.
The Authorization to Construct is issued in accordance with Part III para-
graph,C.o£,NPDES Permit No. NCOOOOO94 issued October 4, 1984, and shall be
subject to revocation unless the wastewater treatment facilities are constructed
in accordance with the conditions and limitations specified in Permit No. NCOOOOO94.
The sludge generated from these treatment facilities must be disposed of
in accordance with G.S. 143-215.1 and in a manner approvable by the North
Carolina Division of Environmental Management.
Three monitor wells shall be constructed at this site, one upgradient
and two downgradient. The exact location and construction details shall be
approved by the Asheville Regional Office. These wells must be sampled im-
mediately upon completion and every March, July, and November thereafter, for
the following parameters: TDS, TOC, SO4, Ca, Mg, Fe, Cr, Pb, Ba, Na, Se, pH,
and water levels.
In event the facilities fail to perform satisfactorily in meeting it's
NPDES permit effluent limits, Cranston Print Works Company shall take such
immediate corrective action as may be required by this Division, including the
construction of additional wastewater treatment and disposal facilities.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7697 Tdeplx= 919-733-7015
An Equal opportunity Affirmative Action Employer

Dr. Henry Donaldson, Ph.D
Environmental Chemist
Cranston Print Works Company
Page 2
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information, please contact
Mr. Gil Vinzani, telephone number 919/733-5083, extension 114.
Sincerely yours,
F,RTHUR tsAOUBERRY
R 'c aul Wilms,
Director
cc: Henderson County
Health Department
Mr. Dennis R. Ramsey
Asheville Regional Supervisor
GV/ad

DIVISION OF ENVIRONMENTAL MANAGUIENT October 15, 1982
Mr. J. R. DeBruhl
Superintendent of Environmental Services
Fletcher Division
Cranston Print Works Company
Fletcher, North Carolina 28732
SUBJECTt Permit No. NCO000094
Authorization to Construct
Cranston Print Works Company
Fletcher Division
Modification of Wastewater Treatment Facilities
Sludge Belt Press - Henderson County
Dear Mr. DeBruhl:
The final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction
of modifications to the existing wastewater treatment facilities consisting of re-
placement of the two (2) existing centrifuges with a 2 meter belt press for sludge
dewatering equipment to serve the Fletcher Division of Cranston Print Works Company.
This Authorization to Construct is issued in accordance with Part III paragraph
C of NPDES Permit No. NC0000094 issued October 16, 1978, and shall be subject to
revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NC0000094.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information, please contact ffir. H. Dale
Crisp, telephone number 919/733-7120.
Sincerely yours,
Robert F. helms
Director
cc: Henderson County Health Department
Asheville Regional Manager
Mr. W. Lee Fleming, Jr. V
Mr. Roy Davis

DIVISION OF ENVIRONMENTAL MANAGEMENT March 26, 1981
Mr. R. L. Gaffney
Director of Corporate Engineering
Cranston Print Works Company
Fletcher, North Carolina 28732
SUEJ$CTs Permit No. NCO000094
Authorization to Construct
Cranston Print Works Company
Fly Ash Settling Basin
Henderson County
Dear Mr. Gaffney:
The final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction
of a fly ash settling system consisting of a 1.0 MG above ground settling basin and
approximately 730 lineal feet of 10-inch gravity pipe to serve Cranston Print Works
Company's Fletcher Plant.
This Authorization to Construct shall be subject to revocation unless the
wastewater treatment facilities are constructed in accordance with the conditions
and limitations specified in Permit No. NC0000094.
Sincerely yours,
0; na,f S
�Robi t PF." Helms -
Acting Director
CC: Henderson County Health Department
Mr. Roy Davis
Mr. R. S. Taylor ✓
Asheville Regional Office Manager

NPDES WASTE LOAD ALLOCATION
H
PERMfF NO.: NC0000094
PERMTITEE NAME: Cranston Print Works Company
FACILITY NAME:
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 4.0 MGD
Domestic (% of Flow): 0. 5 %
Industrial (% of Flow): 99.5
Comments:
RECEIVING STREAM: French Broad River
Class: WS-IV
Sub -Basin
04-03-02
Reference USGS Quad: F8NE (please attach)
County. Henderson
Regional Office: Asheville Regional Office
Previous Exp. Date: 09/30/95 Treatment Plant Class: II I
Classification changes within three miles:
Requested by:-[J Jeanette
Prepared by,
Reviewed y
� 6
W
Date: 05/17/95
Date: 7 6 9S
Date:
O
Modeler
Date Rec.
#
sM,�
s ke b>
$30-,
Drainage Area (mil) .5-53
Avg. Streamflow (cfs): 1388
7Q10 (cfs) 316 Winter 7Q10 (cfs) 390 30Q2 (cfs) 5'75'—
Toxicity Limits: IWC %
Acute/Chronic
Instream Monitoring:
Parameters
Upstream Y
Location 8 w 1;."CLI
Downstream Y
Location ad&Liat�� f,
Recommended Limits
Monthly
Wasteflow (MGD): 4.0
Average Daily Max. WQ or EL
BOD5 (lbs/day): 869.45
2314.55 BPT
TS (lbs/day): 2674.8
7127.02 BPT
pH � U): ' 6-9
COD (lbs/day): 12220.40
Sulfide (lbs/day): 28.26
33048.64 BPT
75.3 BAT
Total Chromium abs/day): 14.13
37.65 BAT
Phenols (1bs/day): 1.77
3.54 WQ
4-Moro-3 methyl phenol (lbs/day): 3.54
7.08
4-0doro-2 methyl phenol (lbs/day): 3.54
7.08
2A - dimethyl phenol (lbs/day): 0.17
Fecal Coliform (/100ml): 200
0.34" "
Copper (µg/l): monitor
WQ
NH3-N (mg/1): monitor
Dissolved Oxygen (mg/1): monitor
Zinc (l.tg/1): monitor
Total Phosphorus (mg/1): monitor
Total Nitrogen (mg/l): monitor
� I
�
CI lu .t�i1A
C'nmmonto-

Cranston Print Works
NC0000094
Cranston Print Works EFFLUENT GUIDELINE LIMITATIONS
NC0000094
Type of Product Produced
10001bs/day Produced
Daily Max Monthly Avg
Effluent Guideline Reference
Simple Woven Fabric Finishing
40 CFR 410, Subpart
D
Synthetic
6.752
5.064
Natural
108.034
81.025
N/S Blend
20.256
15.192
Complex Woven Fabric Finishing
40 CFR 410, Subpart
D
Synthetic
6.752
5.064
Natural
108.034
81.025
N/S Blend
20.256
15.192
Simple Knit Fabric Finishing
40 CFR 410, Subpart
E
Synthetic
Natural
42.56
35
N/S Blend
10.64
5
Complex Knit Fabric Finishing
40 CFR 410, Subpart
E
Synthetic,
Natural
1 42.56
35
N/S Blendi
10.64
5
SUBPART D - Woven Fabric Finishin¢ Subcategory
Effluent Parameter
EPA Limitations in 40 CFR
bs/1000 Ibs of oduct
Effluent
(lbs/
Limits
day)
Comments
Footnote
Daily Max
30 day avg.
Daily Max
30 day avg.
Conventional
BOD5
6.6
3.3
891.28
334.23
BPT, 40 CFR 410.42(a)
TSS
17.8
8.9
2403.75
901.40
BPT, 40 CFR 410.42(a)
pH
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
BPT, 40 CFR 410.42(a)
COD
60.0
30.0
8102.52
3038.43
BPT, 40 CFR 410.42(a)
COD
20.00
10.00
2295.72
860.89
BPT, 40 CFR 410.42(b)
1
COD
40.00
20.00
1080.32
405.12
BPT, 40 CFR 410.42(c)
2
COD
60.00
30.00
1215.36
455.76
BPT, 40 CFR 410.42(d)
3
Cumulative
COD:
12693.92
4760.20
Non -Conventional
Sulfide
0.20
0.10
27.01
10.13
BAT, 40 CFR 410.43(a)
Phenols
0.10
0.05
13.50
5.06
BAT, 40 CFR 410.43(a)
Total Chromium
0.10
0.05
13.50
5.06
BAT, 40 CFR 410.43(a)
SUBPART F - Knit Fabric Finishing Subcategory
Effluent Parameter
EPA Limitations in 40 CFR
(lbs/1000 lbs ofproduct)
Effluent Limits
Obs/ day)
Comments
Footnote
Daily Max
30 day avg.
Daily Max
30 day avg.
Conventional
BOD5
5.0
2.5
266.00
100.00
BPT, 40 CFR 410.52(a)
TSS
21.8
10.9
1159.76
436.00
BPT, 40 CFR 410.52(a)
pH
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
BPT, 40 CFR 410.52(a)
COD
60.0
30.0
3192.00
1200.00
BPT, 40 CFR 410.52(a)
COD
20.00
10.00
212.80
50.00
BPT, 40 CFR 410.52(b)
4
COD
40.00
20.00
425.60
100.00
BPT, 40 CFR 410.52(c)
5
Cumulative
COD:
3830.40
1350.00
Non -Conventional
Sulfide
0.20
0.10
10.64
4.00
BAT, 40 CFR 410.53(a)
Phenols
0.10
0.05
5.32
2.00
BAT, 40 CFR 410.53(a)
Total Chromium
0.10
0.05
5.32
2.00
BAT, 40 CFR 410.53(a)
May 1995

Cranston Print Works
N C0000094
FOOTNOTES:
1 Additional allocation attributable to finishing of woven fabrics through simple manufacturing operations employing a synthetic
fiber or through complex manufacturing operations employing a natural fiber.
2 Additional allocation attributable to finishing of woven fabrics through simple manufacturing operations employing a natural and
synthetic fiber blend or through complex manufacturing operations employing a synthetic fiber.
3 Additional allocation attributable to finishing of woven fabrics through complex manufacturing operations employing a natural and
synthetic fiber blend.
4 Additional allocation attributable to finishing of knit fabrics through simple manufacturing operations employing a natural and
synthetic fiber or through complex manufacturing operations employing a synthetic fiber.
5 Additional allocation attributable to finishing of knit fabrics through complex manufacturing operations employing a natural and
synthetic fiber blend.
Cumulative Guideline Limitations
Effluent Parameter
Effluent Limits
Obs/ day)
Daily Max
30 day avg.
BOD5
1157.28
434.23
TSS
3563.51
1337.40
pH
6.0-9.0
6.0-9.0
COD
16524.32
6110.20
Sulfide
37.65
14.13
Phenols
18.82
7.06
Total Chromium
18.82
7.06
Current Permit Limits
Effluent Parameter
Effluent Limits
(lbs/ day)
Daily Max
30 day avg.
2112.00
1056.00
BOD5
TSS
5696.00
2948.00
pH
6.0-9.0
6.0-9.0
COD
38400.00
19200.00
Sulfide
64.00
32.00
Phenols
3.54
1.77
Total Chromium
32.00
16.00
May 1995
2

Sheetl
Sec.17 Effluent Characteristics
Parameter and Code
Effluent flow MGD
Temperature 00010 (winter)
Temperature 00010 (summer)
pH 00400
BOD 00310 Mg/L
Ammonia 00610 Mg/L
Tot. Sus. Solids 00530 Mg/L
Fecal Coliform 74055
Dissolved Oxygen 00300 Mg/L
Tot. Nitrogen (610+625+620)
Tot. Phosphorus 00665 Mg/L
Conductivity 00095 u/ohs/cm.
COD 00340 Mg/L
Cyanide 00720 Mg/L
Sulfide 00745Mg/L
Tot. Chromium 01034 Mg/L
Copper 01042 Mg/L
Zinc 01092 Mg/L
Phenol 32730
4Chl/3methyl Phenol
4Chlor/2methyl Phenol
2,4 Dimethyl Phenol
Chronic Toxicity P/F 1.9%
Daily Average
2.23
14
25
N/A
14
0.5
124
231
3.2
Mg/L 17.6
1.54
1507
201
<0.002
0.55
0.02
0.92
0.34
<0.92ug/I
4.1ug/I
6.0 ug/I
<1.8ug/I
Min. Value
0.1
9
21
6.5
5
0.1
54
<10
1
1.05
0.45
975
101
<0.002
<0.10
<0.02
0.13
<0.01
<0.92ug/I
<1.1 ug/I
<5.0 ug/l
<1.8ug/I
Max. Value
4.5
20
27
9
40
3.2
414
2900
5
45.3
3.3
2800
372
0.004
1.77
0.07
3.48
1.53
<0.92ug/I
57ug/l
15.4 ug/l
<1.8ug/I
Freq. of analysis
continuous
1\7
1\7
1\7
1\7
1 \30
1\7
1\30
1\7
1\30
1 \30
1\7
1\7
1 \30
1\15
1\15
1\30
1\30
1\30
1\30
1\30
1\30
1\90
Num. of analysis
365
50
50
50
50
12
50
12
50
12
12
50
50
12
24
24
12
12
12
12
12
12
4
Sample Type
n/a
grab
grab
grab
composite
composite
composite
grab
grab
composite
composite
grab
composite
grab
grab
composite
composite
composite
grab
grab
grab
grab
composite
Pollutant Analysis
1\360
1
comp./grab
Page 1

IL
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 8307
Cranston Print Works Company
NC0000094
Industrial - 99.5% / Domestic 0.5%
-
Existing
Renewal
French Broad River
WS-IV
040302
Henderson
Stream Characteristic:
ARO
USGS#
Powell
Date:
5/18/95
Drainage Area (mi2):
553
F8NE
Summer 7Q10 (cfs):
316
Winter 7Q10 (cfs):
390
Average Flow (cfs):
1388
30Q2 (cfs):
575
IWC (%):
1.9
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing NPDES permit. No modifications or expansions of the
facility. New effluent guidelines are more stringent than existing guidelines for this type of
discharge. However, a review of compliance data indicates that Cranston should be able to meet
the new guidelines. A study plan for the French Broad form Brevard to Asheville will be
developed.
Special Schedule Requirements and additional comments from Reviewers:
rn� DK tyi H to Aw. De -LAY of F.5c-XL. COL/ . t-1071TSt P�
v/
Recommended b Date:
Reviewed by
Instream Assessment rhh ara, Date:
Regional Supervisor:
Permits & Engineering:
5/26/95
RETURN TO TECHNICAL SERVICES BY: J U N 3 0 f 995
. - 6
r ....��m,.►mc sr�[ii,r►�

2
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
TOXICS/METALS/CONVENTIONAL PARAMETERS
Chronic Ceriodaphnia P/F
1.9%
1.9%
MAR JUN SEP DEC
Wasteflow (MGD):
BODS (lbs/day):
TSS (lbs/day):
pH (SU):
COD (lbs/day):
Sulfide (lbs/day):
Total Chromium (lbs/day):
Phenols (lbs/day):
4-Chloro-3 methyl phenol (lbs/day):
4-Chloro-2 methyl phenol (lbs/day):
2,4 - dimethyl phenol (lbs/day):
Copper (µg/1):
NH3-N (mg/1):
Dissolved Oxygen (mg/1):
Zinc (µg/1):
Cyanide (µg/1):
Fecal Coliform (1100ml):
Total Phosphorus (mg/1):
Total Nitrogen (mg/1):
Recommended Limits
Wasteflow (MGD):
BODS (lbs/day):
TSS (lbs/day):
pH (SU):
COD (lbs/day):
Sulfide (lbs/day):
Total Chromium (lbs/day):
Phenols (lbs/day):
4-Chloro-3 methyl phenol (lbs/day):
4-Chloro-2 methyl phenol (lbs/day):
2,4 - dimethyl phenol (lbs/day):
Fecal Coliform (/100m1):
Copper (µg/1):
NH3-N (mg/1):
Dissolved Oxygen (mg/1):
Zinc (µg/l):
Total Phosphorus (mg/1):
Total Nitrogen (mg/1):
Monthly Avg.
4.0
1056
2848
6-9
19200
32
16
1.77
3.54
3.54
0.17
monitor
monitor
monitor
monitor
monitor
monitor
monitor
monitor
Monthly Average
4.0
868AS
2674.8
6-9
12220.40
28.26
14.13
1.77
3.54
3.54
0.17
200
monitor
monitor
monitor
monitor
monitor
monitor
Daily Max.
2112
5696
38400
64
32
3.54
7.08
7.08
0.34
Daily Max.
2314.55
7127.02
33048.64
75.3
37.65
3.54
7.08
7.08
0.34
WQ or EL
BPT
BPT
BPT
BAT
BAT
WQ
Limits Changes Due To: Parame ) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other (onsite toxicity study, interaction, etc.) BODS, TSS, COD, Sulfide, Tot.
Cr, Fecal, Cn
bm;;f6 cklalm PS dAAt i� 0-61n CAttLA
4e nt a,
rn t r�P c1,t G l l aw cc,�OCc o �a r K01 flue
,Ors m /4^Wl w .Sin-, �V rr5J-Cl OX) MaIX �bs/4A--

X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate
receiving water will be consumed This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: Butler Bridge
Downstream Location: Fanning Bridge
Parameters: Temperature, DO, Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
A�auacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
12�—
If no, which parameters cannot be met? r' H� Cc�L/FOl7rh
Would a "phasing in" of the new limits be appropriate? Yes )( No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
t'6t r -r&e KE" ue-3 6 PELAY iN
aF FCC4- wL-tF,;Atr7 RCFUX 51i C9L-L91,V?--o/
6z.2U)PPWWT.
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name CRANSTON PRINTWORKS Permit # NC0000094_ Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is _1.9_% (defined as treatment two in the North Carolina procedure document). The permit holder shall
perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first
test will be performed after thirty days from the effective date of this permit during the months of
_MAR JUN SEP DEC .. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this pemut may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 316 cfs
Permitted Flow 4.0 MGD
IWC 1.9 %
Basin & Sub -basin FRB02
Receiving Stream French Broad River.
County Henderson
QCL P/F Version 9191

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TOXICANT ANALYSIS
Facility Name
Cranston Printworks i
NPDES #
NC0000094 '
Ow MGD
4i
7Q 10s (cfs)
316 •.
/WC (%)
Rec'ving Stream
1.92
......................................
French Broad River
Stream Class
WS-IV
FINAL RESULTS
CHROMIUM
Max. Pred Cw
111.6iugA
Allowable Cw
2598.4jugA
Max. Value
62i
Phenols
i
Max. Prod Cw
87': ugA
Allowable Cw
52.0iugA
Max. Value
10i
copper
Max. Pred Cw
7656' ugA
Allowable Cw
363.8iugA
Max. Value
3480
Zinc
'
Max. Pred Cw
4590 ugA
Allowable Cw
2598.4iugA
Max. Value
1530
Cyanide
'
Max. Pred Cw
10.4iugA
Allowable Cw
259.8iugA
Max. Value
41
i
Max. Prod Cw
Oiu
Allowable Cw
#VALUE! ugA
5/25/95 PAGE 1

CRANSTON.DATA
DATE
OW (MGD)
CR (#/d)
Cr (mg/1)
Cr (µg/1)
Phenols(#/d)
phenols (mg/1)
phenols (µg/1)
3/7/95
2.27
0.59
0.031
31.16
0
0.000
0.00
3/15/95
2.2
0.19
0.010
10.36
0.019
0.001
1.04
3/22/95
2.18
0.36
0.020
19.80
0
0.000
0.00
2/ 1 /95
1.89
0.32
0.020
20.30
0
0.000
0.00
2/16/95
2.81
0.47
0.020
20.06
0.17
0.007
7.25
1 /5/95
2.06
0.34
0.020
19.79
0
0.000
0.00
1/20/95
2
0
0.000
0.00
0.02
0.001
1.20
12/7/94
2.18
0.37
0.020
20.35
0
0.000
0.00
12/15/94
2
0.34
0.020
20.38
0
0.000
0.00
12/20/94
2.71
0.72
0.032
31.86
0
0.000
0.00
1 1 /1 0/94
2.17
0.18
0.010
9.95
0
0.000
0.00
1 1 /16/94
2.16
0.18
0.010
9.99
0
0.000
0.00
10/6/94
2.22
0.37
0.020
19.98
0
0.000
0.00
10/26/94
2.06
0.37
0.022
21.54
0.17
0.010
9.89
9/13/94
1.87
0.31
0.020
19.88
0.003
0.000
0.19
9/27/94
2.3
0.38
0.020
19.81
0
0.000
0.00
8/9/94
2.46
0.205
0.010
9.99
0
0.000
0.00
8/18/94
2.44
0.2035
0.010
10.00
0
0.000
0.00
8/22/94
1.92
0
0.000
0.00
0.0015
0.000
0.09
7/19/94
2.2
0.07
0.004
3.82
0.04
0.002
2.18
6/9/94
2.64
0.47
0.021
21.35
0
0.000
0.00
5/12/94
2.4
0.4
0.020
19.98
0
0.000
0.00
5/18/94
2.46
0
0.000
0.00
0.004
0.000
0.19
4/14/94
2.73
0.82
0.036
36.02
0
0.000
0.00
4/21 /94
2.26
0.19
0.010
10.08
0.01
0.001
0.53
4/28/94
2.36
0
0.000
0.00
0.004
0.000
0.20
10/6/94
0.77
0.2
0.031
31.14
0
0.000
0.00
3/3/94
2.28
0.38
0.020
19.98
0
0.000
0.00
3/9/94
2.6
0
0.000
0.00
0.004
0.000
0.18
3/30/94
2.49
1.29
0.062
62.12
0
0.000
0.00
2/8/94
1.94
0.32
0.020
19.78
0
0.000
0.00
2/17/94
2.24
0.37
0.020
19.81
0
0.000
0.00
Page 1

CRANSTON.DATA
DATE
OW (MGD)
CR (#/d)
Cr (mg/1)
Cr (µg/1)
Phenols(#/d)
phenols (mg/1)
phenols (µg/1)
2/25/94
2.52
0
0.000
0.00
0.004
0.000
0.19
1/13/94
2.1
0.4
0.023
22.84
0
0.000
0.00
1/20/94
2.26
0.38
0.020
20.16
0
0.000
0.00
1/26/94
2.29
0
0.000
0.00
0.004
0.000
0.21
Page 2

Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
316
7010 (CFS)
316
DESIGN FLOW (MGD)
4
DESIGN FLOW (MGD)
4
DESIGN FLOW (CFS)
6.2
DESIGN FLOW (CFS)
6.2
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
1.92
IWC (%)
1.92
Allowable Concentration (ug/1)
883.45
Allowable Concentration (mg/1)
40.75
Ammonia as NH3
(winter)
7010 (CFS)
390
Fecal Limit 200/100ml DESIGN FLOW (MGD)
4
Ratio of 51.01 DESIGN FLOW (CFS)
6.2
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
1.56
Allowable Concentration (mg/1)
101.19
NG - 5/25/95

CRANSTON PRINTWORKS
FRENCH BROAD RIVER
040302
JMN
5/24/95
Facility requesting rnewal of NPDES permit with no modifications. Qw = 4.0 MGD,
99.5% Industrial Waste and 0.5% Domestic Waste. Plant produces simple and complex
woven fabric finishing and simple and complex knit finishing. Effluent guidelines are
provided per 40 CFR 410, Subpart D&E.
New effluent guidelines developed for the renewal are more stringent than guidelines in the
current permit. A comparative chart below (in lbs/day):
Proposed
Current
Prior to 1989
Mo. Avg. Da.
Max.
Mo. Avg.
Da. Max.
Mo. Avg.
Da. Max.
BODS
868.45
2314.55
1056
2112.0
461
922
T S S
2674.8
7127.02
2848
5696
1243
2487
COD
12220.40
33048.64
19200
38400
7824
15647
Sulfide
28.26
75.30
32.00
64.00
14
28
Phenols
14.13
37.65
1.77
3.54
0.8
1.6
Tot. Cr
14.13
37.65
16.00
32.00
7
14
pH
6-9
6-9
6-9
6-9
6-9
6-9
Avg. Cone.
Max.
Cone. (4/94-
2/95)
BODS
263.85
1700
TSS
2388.2
15479
COD
4056.5
16733
*Cranston should have a fecal coliform limit based on dilution of 51:1.
Instream monitoring for fecal shows 200 standard is violated both upstream
and downstream of Cranston. Since proposed Asheville water intake is
downstream, approximately 10 miles, will recommend that fecal limit be
given at this renewal.
Toxicant analysis results:
Cr - monitoring no/ longer needed, < 1/10 of allowable concentration
Phenols = limit of 52 µg/i needed, WQ based, convert to mass
concentration of 1.73 lbs/day
Copper = monitoring needed, predicted 20x greater than allowable, max.
observed value 10x greater than allowable
Zinc = monitoring needed, predicted almost twice the allowable, max.
observed value N2 allowable
Cn - monitoring no longer needed, < 1/10 of allowable concentration
Will recommend the renewal of 4 chloro 3 methyl phenol, 4 chloro 2
methyl phenol, and 2,4 dimethyl phenol. Should note that these are
carcinogens (use Qa to calculate allowable, would be extremely High).
Probably not within 1/10 of allowable. However, because these have been
in permit, historically will recommend renewal of monitoring for these
substances, since there have been some reported values above detection.

25s_
Q
Cranston Print Works
NC0000094
EFFLUENT GUIDELINE LIMITATIONS
Type of Product Produced
1000 lbs/day Produced
Daily Max Monthly Avg
Effluent Guideline Reference
Simple Woven Fabric Finishing
40 CFR 410, Subpart D
Synthetic
6.752
5.064
Natural
108.034
81.025
N/S Blend
20.256
15.192
Complex Woven Fabric Finishing
40 CFR 410, Subpart D
Synthetic
6.752
5.064
Natural
108.034
81.025
N/S Blend
20.256
15.192
Simple Knit Fabric Finishing
40 CFR 410, Subpart E
Synthetic
Natural
42.56
35
N/S Blend
10.64
5
Complex Knit Fabric Finishing
40 CFR 410, Subpart E
Synthetic,
Natural
1 42.56
35
N/S Blend
1 10.64
5
CTTRPART D - W.- Fahrir Finichina Cnhratranry
Effluent Parameter
EPA Limitations
(Ibs/1000
in 40 CFR
Ibs ofproduct)
Effluent Limits
Ohs/ day)
Comments
Footnote
Daily Max
30 day avg.
Daily Max
30 day avg.
Conventional
BOD5
6.6
3.3
891.28
334.23
BPT, 40 CFR 410.42(a)
TSS
17.8
8.9
2403.75
901.40
BPT, 40 CFR 410.42(a)
pH
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
BPT, 40 CFR 410.42(a)
COD
60.0
30.0
8102.52
3038.43
BPT, 40 CFR 410.42(a)
COD
20.00
10.00
2295.72
860.89
BPT, 40 CFR 410.42(b)
1
COD
40.00
20.00
1080.32
405.12
BPT, 40 CFR 410.42(c)
2
COD
60.00
30.00
1215.36
455.76
BPT, 40 CFR 410.42(d)
3
Cumulative
COD:
12693.92
4760.20
Non -Conventional
Sulfide
0.20
0.10
27.01
10.13
BAT, 40 CFR 410.43(a)
Phenols
0.10
0.05
13.50
5.06
BAT, 40 CFR 410.43(a)
Total Chromium
0.10
0.05
13.50
5.06
BAT, 40 CFR 410.43(a)
BTTRPART Ti - Knit Fah,ir F:nich:no Cnhrafaanry
Effluent Parameter
EPA Limitations in 40 CFR
bs/l000 lbs ofproduct)
Effluent Limits
(lbs/ day)
Comments
Footnote
Daily Max
30 day avg.
Daily Max
30 day avg.
Conventional
BOD5
5.0
2.5
266.00
100.00
BPT, 40 CFR 410.52(a)
TSS
21.8
10.9
1159.76
436.00
BPT, 40 CFR 410.52(a)
pH
6.0-9.0
6.0-9.0
6.0-9.0
6.0-9.0
BPT, 40 CFR 410.52(a)
COD
60.0
30.0
3192.00
1200.00
BPT, 40 CFR 410.52(a)
COD
20.00
10.00
212.80
50.00
BPT, 40 CFR 410.52(b)
4
COD
40.00
20.00
425.60
100.00
BPT, 40 CFR 410.52(c)
5
Cumulative
COD:
3830.40
1350.00
Non -Conventional
Sulfide
0.20
0.10
10.64
4.00
BAT, 40 CFR 410.53(a)
Phenols
0.10
0.05
5.32
2.00
BAT, 40 CFR 410.53(a)
Total Chromium
0.10
0.05
5.32
2.00
BAT, 40 CFR 410.53(a)
1.23
VIC-
May 1995

Cranston Print Works
N C 0000094
FOOTNOTES:
1 Additional allocation attributable to finishing of woven fabrics through simple manufacturing operations employing a synthetic
fiber or through complex manufacturing operations employing a natural fiber.
2 Additional allocation attributable to finishing of woven fabrics through simple manufacturing operations employing a natural and
synthetic fiber blend or through complex manufacturing operations employing a synthetic fiber.
3 Additional allocation attributable to finishing of woven fabrics through complex manufacturing operations employing a natural and
synthetic fiber blend.
4 Additional allocation attributable to finishing of knit fabrics through simple manufacturing operations employing a natural and
synthetic fiber or through complex manufacturing operations employing a synthetic fiber.
5 Additional allocation attributable to finishing of knit fabrics through complex manufacturing operations employing a natural and
synthetic fiber blend.
Cumulative Guideline Limitations*
Effluent Parameter
Effluent Limits
bs/ day)
Daily Max
30 day avg.
2314.55
868.45
BODS
TSS
7127.02
2674.80
pH
6.0-9.0
6.0-9.0
COD
33048.64
12220.40
Sulfide
75.30
28.26
Phenols
37.65
14.13
Total Chromium
37.65
14.13
* This facilty falls under the definition of "commission finishing" in 40 CFR 410.01(d). Per 40 CFR 410.43(e) and
40 CFR 410.53(d), the guideline allocations are double the sum of the computed values.
Current Permit Limits
Effluent Parameterabs/
Effluent Limits
day)
Daily Max
30 day avg.
2112.00
1056.00
B OD5
TSS
5696.00
2948.00
pH
6.0-9.0
6.0-9.0
COD
38400.00
19200.00
Sulfide
64.00
32.00
Phenols
3.54
1.77
Total Chromium
32.00
16.00
May 1995
2

WHOLE EFFLUENT TOXICITY TESTING 0[SELF-MONrrORING SUMMARY] Tue, May 16, 1995
1
AY
IN
nAUG,
ti :.
tNOV
tv t'
CIIAL-ROXBORO/006 PULM: 2411R LC50 AC MONIT IWIS I11'11D (GRAD)
91 "'
-
_
---
--- ---
NC0003425/006 Begin:6/IN4 Frequency: 5 OWD/A NonComp:
B2 ---
---
---
...
---
---
---
___
--
County: PERSON Region: RRO Subbasin: ROA05
93 -
94
.._
---
-
--_
>991
>99f,>991i
>991
---
PP: NONE Special
95 ---
-
7Q10: NA IWC(%):NA Order
-
-
-
CPJIL-SHEARON HARRIS ENVIR'MNTL CTR PERM: 24IIR AC P/F LIM 90% rnM IF 0.020MGD
91 >501
D-
NCO026735,Wl Beyn:5/1/94 Frequency: Q A FEB MAY AUG NOV NonComp:SINGLE
92 -
County;WAKE Region: RRO Subbasin:CPF07
93
-
-
--_
---
-
-
PF:0.014 Special
94 --
-
H
-
7Q10:1AKR IWC(%):NA (Wdw.
95 ---
NI,Nl I N, mil I
SIII�Rl1N IIARHISAIOo 1'191h1 M' MUNI I:4allll IA :>•11'I IIU
ul NI INI I
MINI I
-uul
NI INI I
-uul
MINI 1
>991
u4 11.1
>9ul
:14 /ul
a=+I
out
96s1
-uul
>991
>99991
1 >
NCO039586/006 Begio:ll/INI Frequency: M NonComp:
92 >99I
>991
>991
>991
>991
>991
>991
>991
>991
>991
>99f
96.291
>99f >991
Cptmty:CHATJIAM Region: RRO Subbasin: CPF07
93 >991
84 >99f
>991
>991
>991
>991
>99f
>991
>991
>99t
>991
>991
>991
>99f >991
PF:I7.05 Special
Order.
95 94.521
>991
>991
>991
7QIO: LAKE IWC(%):NA
NONE'
CPAL.-SUTTON/OOI PERM:24 HR LC50 AC MONIT (GRAD)
91 -
-
-
v
=
_-
>99'
_
_ _-
NC0001422/001 Begin:2/1N5 Frequency: I/MONTH NonComp:
92County:
NEW HANOVER Region: WIRO Subbasir CPFl7
93 -
-
-
-
H
-
-
PF:250.0 Special
94 -'-
95 ---
-
>991
-
NR
7Q10: 1139.0 IWC(%):25.35 Ordeal.
-
-
CPJi.L-WFATIIERSPOONMI PERM:24 HR LC50 AC MONIT E'IS FL71D (GRAB)
91
N00005363A01 Begin:112/1194 Iiequmcy: 5OWD IA NonComp:
92--
County: ROBESON Region: FRO Subbasin: LUM51
93
-
-
H
Special
PF: NA l
Order:
94 _
95 -
-
>991
-
-
7Q10:716.0 IWC(%):NA
bt
N3
to
-
PASS -
CR INDUSTRIES PERM CHR LIM:7.0% (6/1/95 NEW PERM)
91 •-
PASS
-
=
PASS
PASS
=
PASS -
NC0004260/001 Begin:U5N1 Ftaquauy: Q P/F FED MAY AUG NOV NonComp:
92 -
PASS
PASS
-
-
PASS
-
-
PASS -
Coualy:GASTON Region: MRO Subbasin: CTB37
93 --
94 •--
PASS
PASS
--
-
---
...
PASS
-
-
PASS
-
--
PASS -
PF:0.148 Special
95 -
Fail
Fail
7Q10:3.0 IWC(%):7.10 Order:
-
-
RESISTOFL.EX (003)PERM:24HR AC LIM 90% P/F FTILD (GRAB)
91-A
MAR JUN SEP DEC NonComp:SINGLE
39934JW3 Degin:ll/lN2 Froglleney: Q -
92 -
-
-
__PASSI
FAILI
FAIL[
PASSI
FAILI
N I
NR FAILI
y:MCDOWELL Region: ARO Subbasin: CIU30
E
93 -
94 H
NfVFt
NI
PASSI
FAILI
---050
FAILI
PASSI
PASSI
---
PASSI
PASSI
---
•-- Passl
Special
46.6 IWC(%):0.17 Order:
95 -
--
Faill
PASS
WORKS iRM ('lIR LIM: L9r/
CRANSTON 1'RIMI WPI
91` PASS
--
PASS
INVALID
-•-
-
-
••.
PASS
PASS
-
-
-
-
PASS
PASS
---
-
-- PASS
NC00000)4/001 Begin: 1211190 Frcqucay: Q P& 4 MAR JUN Slit' UIiC NmlQnnp:
92 -
_
NR/PASS
.._
PASS
-
-
PASS
__
PASS,
County: HENDERSON Region: ARO Subbasln: hglB02
p3 .-.
94
94 -
-
PASS
-
-
PASS
-
-
PASS
-
--- NR/Pass
PF:4.00 special
7QI0:328.00 IWC(%):1.85 Order.
95 -
Pass
PASS
FAIL,F
FAIL(s),F
FAIL
FAIL
FAIL,F
FAIL
FAIL FAIL
CRAVEN CO. WOOD FNEtGY-001 PERM CHR LIM:82%
91 PASS
92 FAIL,F
FAIL
FAIL
PASS
PASS
PASS
PASS,FAILSI FAIL
FAIL,FAIL
FAIL
50.99
PASS
NR/FAIL Nfa/>90
N00075291/001 Begin:1/1N5 Frequency: Q P/F A MAR JUN SEP DEC NonComp:SINGLE
NR/FAIL
PASS
FAIL
PASS
FAIL
FAIL
LATE
<45.0,PASS FAIL
PASS FAIL
County: CRAVEN Region: WARD Subbasis:NEU08
93 NR/94.8
94 FAIL
FAIL
FAIL
PASS
Ptsnding(s)
Pendng(s)
Pelding(s)
Pending(s)
LATE
FAIL
FAIL(s) Punding(s)
PF.0504 Special
001W.
95 -
Pending(s)
7010.0.05 IWC(%):93.98
PERM CHR, LIM:49% COM E71(NEW PU1M 1/1N5)
Y 91 NONE'
4%17'
17.0•
65.73'
65.73'
33.94'
20.89'
11.69'
66.82•
33.94'
NONE' 65.73'
CROFT METALS 001,002
NC0035530/001 Begin: 12/1/89 Fre,tlency: Q Pflt A JAN APR JlII.00I' NonComp;
92 66.73'
>90'
65.98'
>100'
70.71'
>100'
26.72'
74.0'
51.6.
>100,34.4
21.42
c17
>100' >100'
5191.51.76
County:ROB1SON Region: FRO Subbasin:LUM53
93 82.99'
21.42
21.24
<17
21.424
<17
<t9
<19
21.<79
21.6
<t9,<t9
<te 419,<79
PF:0.095 Special SOC: 12/1881-7/1/97 P-2 CHR MONIT M (59,49,39,24.5,19)
04 <17
16.6.34.8
17
52
32
<19
7Q10:0.155 IWC(%):48.7 Omer.
95 <119
>59
>69
FAIL
PASS -
CROMPTON k KNOWLES PERM CUR LIM:0.5% (NEW PERM 5/1/95)Y
91 <5.0'
<5.0•
5.6'
<5'
<5'
<5'
<5'
PASS
<5'
v
PASS
-
NC0005274/001 Begin:3/1N3 Frequency: Q P/F A JAN APR JUL OCT NonComp:SINGLE
92 NR
PASS
-
PASS
PASS
-
-
NH/FAIL
PASS
-
PASS
-
Coumy:GASTON Region: MRO Subbasin: Cr036
93 PASS
94 PASS
-
---
-
-
NNAATE
PASS
-
PASS
PASS
PF:0.40 Special
Order.
95 Pass
-
-
7QI0:123.0 IWC(%):0.50
0 2 consecutive failures = significant noncompliance V Pre 1991 Data Available
LEGEND
letter - Target Frequency = Monitoring frequency: Q-
Quarterly; M. Monthly; BM- Bimonthly; 3A. Semiannually; A-
Annually; OWD• Only when discharging; D- Discontinued monitoring requirement; IS- Conducing indepcndeut study
PERM = Permit Requirement I.Gr = Administrative
Begin = First month required 7Q10 ee Receiving stream low Bow criterion (cfs) A = quanerly monitoring increases to monthly upon single failure Months that testing must
occur -ex. JAN,APR,JUL,OCr NonComp = Current Compliance Requirement
PF= pemtitied flow (MGD) IWC%= lnsueam waste concentration P/F = Pass/Fail chronic teal AC = Acute
f Minnow: • - Ceriodaphnia sp.: my - Mvsid shrimp: ChV - Chronic value: P - Mortalitv of stated percentage at
CI IR = Chronic
ltighest concentration: at - Performed by DEM Tox Eva1 Group: bt - Dad test
for
in
SIG =
ORC sigrtattue
needed
Data Noution: -Fathead
Reporting Notation: - = Data not required: NR - Not reported; ( ) - Beginning of Quaner Facility Activity Status: I . Inactive, N - Newly luued(To construct); 11 -Active bur not
discharging: 1-Mae
data available month question
14

SOC PRIORITY PROJECT:
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Jeanette Powell
DATE: April 21, 1995
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Henderson
PERMIT NUMBER NC0000094
PART I - GENERAL INFORMATION
kit,
1. Facility and Address: Cranston Print Works
Hwy 25
Fletcher, NC 28732
2. Date of Investigation: February 28, 1995
3. Report Prepared By: Paul R. White
4. Persons Contacted and Telephone Number: Don Greene
704-684-6411
5. Directions to Site: From the Hwy 25 - I26 interchange, go
north on Hwy 25 for 1.5 miles to Cranston Print Works on the
right. The wastewater treatment plant is on the north end of
the facility. The discharge point is on the east side of the
French Broad River 100 feet upstream of the confluence of
Cane Creek.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 23' 45" Longitude: 820 31' 42"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F 8 NE U.S.G.S. Quad Name Skyland
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
8. Topography (relationship to flood plain included): Site is in the
geologic flood plain of Cane Creek. The relationship to the 100
year flood plain is not known.
9. Location of nearest dwelling: >500 feet.
Page 1

10. Receiving stream or affected surface waters: French Broad River
a. Classification: WS-IV
b. River Basin and Subbasin No.: French Broad 04-03-02
C. Describe receiving stream features and pertinent downstream
uses: Receiving stream is approximately 150 feet wide at
this point and has a slope of 2.8 feet per mile. Downstream
uses include fish and wildlife propagation, fishing, hunting,
agriculture, and proposed water supply. The proposed water
supply intake for the City of Asheville is 9.5 miles
downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 4.0 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 4.0 mgd
C. Actual treatment capacity of the current facility (current
design capacity 4.0 mgd
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
none
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing:
- Influent pump station with manual trash screen and 3 pumps,
- 2 parallel aeration basins with 6 surface mounted aerators
and 1 floating aerator each, -
- 2 circular clarifiers 60 ft. diameter and 11 ft. deep each,
- Sludge return lines with 16 inch Leopold parabolic flume
and Endress and Hauser ultrasonic level sensor and
transmitter to totalizer and circular chart recorder,
- Skimmer return lines,
- Chlorine contact chamber (bypassed),
- Effluent 20 inch Leopold parabolic flume with Endress and
Hauser ultrasonic level sensor and transmitter to totalizer
and circular chart recorder, -
- Gravity outfall line to the French Broad River,
- Belt press, sludge drier, and fly ash ponds.
f. Please provide a description of proposed wastewater treatment
facilities: none
g. Possible toxic impacts to surface waters: chlorides, metals
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
Page 2

2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill: Landfill for ash and fly ash permitted by DEH.
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
III
4. SIC Codes(s): 2261, 2262
Primary 50 Secondary 55
Main Treatment Unit Code: 0502
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? n/a
2. Special monitoring or limitations (including toxicity) requests:
no
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) n/a
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation: not feasible
Connection to Regional Sewer System: It would be technically
possible to connect to the MSD sewer line.
Subsurface: not feasible
Other disposal options:
Page 3

5.
Other
Special Items:
n/a
PART
IV -
EVALUATION AND
RECOMMENDATIONS
It is recommended that the permit be renewed as requested.
, 0, , � & L Y=,O,
Signature of Report Preparer
Ai"Water Quality Regional Supervisor
Date
Page 4

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: GtZ&V57-e1) PRI":f WDlZKS
Owner or Contact Person: FAuC. Rn&c,11AUP
Mailing Address: 9w`1 2 S Zg ?�Z
County: Telephoner — C — �-
Present Classification: New Facility Existing Facility
NPDES Per. No. NC00tc-�)Doq1Y Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: P,*t,4L- W fTz- Telephone: Date: y— 2v 95
Reviewed by: Health Dept. Telephone:
Regional Office Telephone: x1-�I- 2X/-620<81
Central Office Telephone:
ORC: Grade: JX Telephone:-7bq- /G 314--Gy//
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) 1 II III IV Total Points:
SUBSURFACE Ct ASSIFr—ATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand fillers
5. grease trapMterceptor
6 oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1.
preliminary treatment (definition no. 32 )
2.
lagoons
3.
septic tanks
4—pump
tanks
5.
pumps
6
sand filters
7—grease
lrapAnterceplor
8.
oil/water separators
9
disinfection
10.
chemical addition for nutrient/algae control
11.
spray Irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FAGLITY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check N Appropriate)
1. OiVwaler Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filler Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. "goon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oiVwater separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Waler Plant sludge handling and back -wash water treatment;
8. Sealood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified ft permitted after July 1,
1993 or d upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassilicalion by the Commission, In writing.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
(3)
(4)
(5)
(6)
REM
POINTS
Industrial Pretreatment Units or Industrial Pretreatment Program (see dellnhlon No. 33)...................................................4
DESIGN FLOW OF PLANT IN gpd (rot applicable to non -contaminated cooling waters, sludge handling facilities for
water purification plants, totally closed cycle syslems(see definition No. 11), and facilities consisting only of hem
(4)(d) or Items (4)(d) and (I1)(d))
0 - 20.000...................................:.....................
20,001 - 50.000................................................
50.001 - 100.000.............................. :...
100,001 - 250.000................................,
250,001 - 500.000................................
500.001 - 1.000,000 ..............................
1.000.001 - 2.000.000...........................
2.000.001 (and up) rate 1 Irtaaddditional
Design Flow (gpd) 00
PRELIMINARY UNI-TS/PROCESSES ( definition No.32)
(a) Bar Screens .............................................
............................................................................1
......................................................................2
............................................................................3
........................................................................... A
................................................................................................. 5
................................................................................................. A
...............................................................................................
for each 200.000 gpd capacity up to a maximum of .._....__.. LC7
.................................................................. ( J
or
(b) Mechanical Screens. Stallc Screens or Comminuting Devices ....................................................................... 2
(c) Grit Removal..............................................................................................................................................I
or
(d) Mechanical or Aerated Grit Removal.............................................................................................................2
(e) Flow Measuring Device................................................................................................................................1
or
(1) Instrumented Flow Measurement............................................................................................................. .2
(g) Preaerallon...................... .......................................................... _............................................................ 2
(h) Influent Flow Equalization..........................................................................................................................2
(I) Grease or Oil Separators - Gravity ............................ .... ..............................................................................
2
Mechanical.................... _.............................................. ............................................................................. 3
Dissolved Air Flotation ........... ....................................... ............................................................................ 8
(I1 Prechlorination.........................................................................................................................................5
PRIMARY TREATMENT UNrTS/PROCESSES
(a) Septic Tank (see definition No. 43).................... ... .... ................ .............................................................
2
(b) Imholf Tank. ...................... ........................................................ .............................................................. 5
(c) Primary Clarhlers.......................................................................................................................................5
(d) Settling Ponds or Settling Tanks for Inorganic Non toxlo Materials (sludge handling facilities for water
purification ptarts, sand, gravel. stone, and other mining operations except recreational activities. such as gem
orgold mining)........................................................................................................................................2
SECONDARY TREATMENT U NITS'PROCESSFS
(a) Carbonaceous Stage
(I) Aeratlon-High Purity Oxygen System. .................... ».......................................................20
DiffusedAir System.....................»................................................................................1
Mechanical Air System (fixed, floating or rotor) .... ........................ ................................ 5
SeparateSludge Reaerailon.............. »............................................................................3
(II) Trickling Biter
HighRate............................».......................»...........................................................7
StandardRate ......................... ...................... ...................................... ........................
PackedTower .......................... »..................................................................................... 5
(III) Biological Aerated Filter or Aerated Biological Filter»».»»»......».................»»»........_...».1 0
(Iv) Aerated Lagoons ......................... ................................................................................ 10
(v) Rotating Biological Contaclors.......... ................ .._....................................12
(VI) Sand Filters -intermittent biological ....................... »......................................................
Recirculatingbiological.....................................................................................................3
(vlll Stabilization Lagoons.................................................................................................
(vlll) CtZ................................................. _.....................................................
................. .5
(Ix) Single stage system for combined carbonaceouc removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Poi is for this hem have to be In addition to hems
(5)(a)(1) through (5)(a)(vlll).
utilizing the extended aeration process (see definition No.3a)..........................................2
utilizing other than the extended aeration process .......................... ................................8
(x) Nutrient additions to enhance BOD removal .......... »..........................................................5
(XI) Biological Culture ('Super Bugs')addtion........................................................................5
(b) Nitrogenous Stage
(1) Aeration - High Purify Oxygen System......._....... ................................... _...._.........._..20
Diffused Air System.......................................................................................................10
Mechanlical Air System (fixed, floating or rotor) .... ......................................................... 8
Separate Sludge Roaeratlon........ _....»...........................................................................3
(II) Trickling Filter -High Rate .......... ....................................................................................... 7
Standard Rate...............................................................................................................5
PackedTower.................................................................................................................5
(III) Biological Aerated Filter or Aerated Biological After .............................................................10
(Iv) Rolating Biological Contactors......................................................................................10
(v) Sand Flier- Intermittent biological..................................................................................2
Recirculating biological ....................... »........................................................................... 3
(VI) Claraer..........................................................................................................................5
TERTIARY OR ADVANCED TREATMENT UNITSrPROCESSES
(a) Activated Carbon Beds -
wthoutcarbon regeneration ............... ........ ..........................................................................
withcarbon regeneration.......................................................................................................16
(b) Powdered or Granular Activated Carbon Feed-
w1thoutcarbon regeneration.................................................................................................5
withcarbon regeneration .......................... .......................................................................... 1 5
(c) Air stripping............................................................. _...............................................................................
(d) Denhrhlcatlon Process..............................................................................................................................1 0
(a) Electrodialysis................ ............................................. ».............................................................................
(I) Foam Separation ................................................... »...................................................................................
(g) Ion Exchange............................................................................................................................................5
(h) land Application of Treated Effluent (see definition No. 22b) (not applicable for sand, gravel, stone
and other similar mining operations) by high rate Infiltration...........».............................................................4
(I) Mkroccreens.............................................................................................................................................5
(1) Phosphorous rlemeval by Biological Processes (See definition No. 26)........................................................20
(k) Polishing Ponds - without aeration............................................................................................................2
withaeration.................................................................................................................5

(I)
Post Aeration - cascade..............................................................................................................................0
diffusedor mechanical........................................................................................................2
(m)
Reverse Osmosis........................................................................................................................................5
(n)
Sand or Mixed -Media Filters - low rate.........................................................................................................2
highrate.....................................................................5
(o)
Treatment processes for removal of metal or cyanide...................................................................................1
lot removal of toxic materials other than metal or ryanide...........................................
5
(p)
treatment processes
(7)
SLUDGE TREATMENT
(a) Sludge Digestion Tank . Heated (anaerobic)...............................................................................................10
... S
Aerobic ..........
Unhealed(anaerobic)...............................................................................................................................2
(b)
Sludge Stabilization (chemical or thermal)...................................................................................................
(c)
Sludge Drying Beds - Gravity5
.
(d)
VacuumAssisted................................................................................................... ..........................
Sludge Eluirtalion............................................................. .......
(e)
*Sludge Conditioner (chemical or thermal)..... l�.t![.L�.%�• r••1-S� """""""""""""""'"
(I)
Sludge Thickener (gravity)...........................�......................................................................................
()())............................................................
Dissolved Air Flotation Unit (not applicable to a unit rated as 3 i
8
(g)
(h)
Sludge Gas Utilization (including gas stotage).............................................................................................2
(1)
Sludge Holding Tank - Aerated....................................................................................................................
(�)
Nor-aerated............................................................................................................................................'2
Sludge Incinerator (not Including activated carbon regeneration)................................................................
dowatering devices 0
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar .......... .....................................
(8)
RESIDUALS UTILIZATIOWDISPOSAL (induding Incinerated ash)
.............2
(a)
(b)
Lagoons................................................................................
Land Application (surface and subsuttace) (see definition 22a)
landfill operator who holds the land application permit
by contracting to a land application operator or
or landfill permit............................................................ ...................................•.•.....................................tJ
(c)
Dedicated Landflll(burlal) by the permiltee of the wastewater treatment facility .........................
_...... .... ...._.
(9)
DM4TCi
CN
Chlorination
S
(a)
...........................................................................................................................................
(b)
Dechlorination..........................................................................................................................................
S
(c)
Ozone......................................................................................................
5
(d)
Radiation.................................................................................................................................................
definition No. 9) (not applicable to chemical additions rated as hem
(10)
CHEMICAL ADDITION SYSTEM(S) ( see
(5)(a)(xl), (6)(a), (6)(b), (7)(b). (7)(e). (9a), (9)(b) or (9)(c) 5 points each:
List............................................................5
................•...............................• ........................................................................5
(1 1)
.............................
MISC91MlE-0US UNfiS/PROCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater
than Is common
(b)
(c)
fordomestic wastewater..........................................................•.......•..........•.......................................
Effluent Flow Equalization (not applicable to storage basins which are Inherent In land application systems)_...2
Stage Discharge (rat applicable to storage basins Inherent In land application cystems)..... _..._..._........_.»»
(d)
Pumps...............................................................................................»..
(e)
Stand -By Power Supply...................................................................................................................
3
(I)
Thermal Pollution Control Device................................................................................................................
POINTS
10!4-
TOTAL ..........................................................................
CLASSFICA110N
CfassI...........................................................................................................5-25
Points
Class11.........................................................................................................26-50
Points
Points
----------------------------------------------
class11........................................................................................................51-65
ClassIV.......................................................................................................66-Up
--------
Points
Facilities having a rating of one through four points, Inclusive, do not require a cenhled operator.
Facilities having an activated sludge process wit be assigned it minimum classification of Class It.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
IU (y4L F1RE1)
C3oIL ER,
,+5 hf 1 s
L_#NOP,1.GEv
ON-51r6
ul'lOElt 061,E
ff-R 0,111T,
AO04 DEFINITIONS
The following definitions shall apply throughout this Subchapler.
(1) Activated Carbon Beds. A physlcaVchemloal method for reducing soluble organic material from wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square loot and may be ehher upllow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater Ireatmert plant she;
(2) Aerated Lagoons. A basin in which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purtty oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of ie hours.
(4) Agriculturally managed she. Any she on which a crop Is produced, managed. and harvested (Crop Includes grasses, grains, trees, etc.):
(5) Air Stripping. A process by which the ammonium Ion Is first convened to dissolved ammonia (pH adjustment) with the ammonta then released to the
atmosphere by physical meats; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneratlon. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent Ilmhr:
(8) Centrifuge. A mechanical device in which centrifugal force Is used to separate solids from liquids or to separate liquids of different densh!as;
(9) Chemical Addition Systems- The addition of chemleal(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specffic result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(t0) Chemical Sludge Conciftloning. The addition of a chemical compound such as lime, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
Its application to a dewalering device;
(I,) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastowalor containing Inorganic, non -toxic materials from sand, gravel,
cfurhod rion0 of olhor elmllar oporailonc. Such Oysinrnc shall carry a ntx,rimum of two polnis togardloss of pumping faclllllo: or any whor al-purionances;
(12) Combined Removal of Carbo,,�coous 1300 and ' onus no oval by Nitrilicatbn- A single stage system roqulnrd to achbve permit Of on( limits on BOD
• .-,A YafCOOr� utb Hr rt.n , "'. tl)glgqIQW r'

(15) Electrodialysls. Process for removing Ionized salts from water through Iho use of Ion -selective Ion -exchange rnombranos;
(16) Filler Press. A process operated mechanically for partially dewatoring cludgo;
(17) Foam Separation. The planned Irolhing of wastewater or wastewater effluent as a means of removing excessive amounlc of delorgerw materials through
the introduction of air In the form of line bubbles; also called loam fractionation;
(18) Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imholl Tank. A deep Iwo story wastewater lank consisting or an upper secilmordallon chamber and a lower sludgo digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21) ton Exchange. A chemical process in which tons from Iwo difforen( molecular. are exchanged;
(22) Land application:
(a) Sludge Disposal. A final sludge disposal method by which woi sludge may be applied to land either by spraying on the surface or by subsurface Injection
(I.e., chisel plow); (not applicable for types of sludge described In (11) of this Rule);
(b) Treated Effluent. The process of spraying treated waslewaler onto a land area or other methods of application of wastewater onto a land area as a
means of final disposal or treatment;
(23) Mlcroscreert. A tow speed, continuously back -washed, rotating drum lifter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitr)tkatlon Process. The biochemical conversion of unoxidizod nitrogen (ammonia and organic nitrogen) to oxidized nhrogen (usually mrale);
(25) Nitrogenous Stage. A separate stage of waslewalor treatment designed for the specific purpose of convening ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxlclanoxlc process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment whit sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to Increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissotvod oxygen Is added to ilia eflluord by a nonmochanical, gravity means of flowing down a
series of stops or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limhs of the discharge pemhh;
(30) Powdered to Granular Aalvaled Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regoneraled carbon Is feed controlled Into the system;
(31) Preaeratior. A lank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations In the treatment process, such as screening and comminution, that prepare the liquor for subsequent ma)or operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unh, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in bad on ilia treatment process which is operated by the rame governing body as the wastewater
treatment plant being rated:
b) Pre-lrealmont Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater Is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOD which is associated with the solids;
(35) Pumps. All Influent, effluent and In -plant pumps;
(36) Radlatlon. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated liquid Is pressurized through a membrane forming nearly pure liquid free from
suspended solids:
(38) Rotating Biological Contractors. A fixed biological growth process In which wastewater flows through tanks In which a series of panlaify submerged circular
surfaces are totaled;
(39) Sand Fillers:
(a) Intermhtent Blological. Flhrallon of effluent following septic tanks, lagoons, or some other treatment process In which further blodecomposhlon is
expected to produce desired eflluerds; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting tow gprn/sf (less than one);
b) Recirculating bbloglcal - the canoe typo of sand lifter as defined In Subparagraph (39) (a) of this Rub whh the added capability to recycle effluent back
through the sand Ilher;
(40) Sand or Mixed -Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) tow rate — gravity, hydraulically loaded litter with loading rates In the one to three gpm/st range;
(b) high rate — a pressure, hydraulically loaded lifter whh loading rates In the five gprn/sf range; At any rate, the loading rate will exceed three gprrNsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatmend plant and which has the purpose of removing sludges associated with ilia
biological treatment units;
(42) Separate Sludge Reaeralion. A part of the contact stabilization process where the acllvatod sludge Is transferred to a tank and aerated before returning it
to the contact basin;
(43) Septic Tank A single -story sellUng lank In which settled sludge Is In contact with the wastewater flowing through the tank: shall not be applicable for
septic tank systems serving single family residences having capachy of 2,000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge Is gasified, liquefied, mineralized or convened into more stable organic matter
through the activity of living organisms, which Includes aerated holing tanks;
(45) Sludge Drying Beds. An area comprising natural or antlk9al layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elulriation. A process of sludge conditioning In which certain constituents are removed by successive washings with fresh water or plant ellluenl;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of healing bullrings, driving engiries, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A lank utilized for small wastewater treatment plants no( containing a digester In which sludge may be
kept fresh, and supematanl withhdrawn prior to a drying method (Le. sludge drying bads); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaeraled tank would simply be used to
decant sludge prior to dewatoring and would not allow long periods (several days of detentlon) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabllization (Chemical or Thermal). A process to make treated sludge less odorous and pulrescnble, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing., or by heat treatment.
(51) Sludge Thickener. A type of sedimentation tank In which the sludge Is permitted to settle and thicken through agitation and gravity;
(52) Stabilization Lagoon. A type of oxidation lagoon in which biological oxldwIon of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand -By Power Supply. On she or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids. Including non-blodegradable particulate (floatablo solids, suspended solids and BOD
reduction) from municipal and Industrial wastewater treatment systems:
(55) Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal lifter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubas, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A oonditloning process by which heal Is added for a protracted period of time to Improve the dowaterabllfty of sludge by the
solublllzing and hydraulizing of the smaner and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes, Including disease -causing agents which after discharge and upon exposure, ingestion, Inhalalton
or assimilation into any organism, ehher directly from the environment or Indirectly by Ingestion through food chains. will cause death, disease, behavioral
abnormhalities. cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical deformations. In such organisms or their
offspring; Toxic materials Include, by way of illustration and not limitation: lead, cadmium, ehromlum, moreury, vanadium, arsenic, zinc, onho-nhro-eNorobenzene
(ONCB), potychlorinaled blphenyfs (PCBs) and dichbrodiphhonyl trichioroelhhane (DDT); and any other materials that have or may hereafter be determined to have
toxic propertles;
(59) Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater Is distributed; A high rate trickling
filter is one which operated al between 10 and 30 mgd per acre. A low rate trickling fifter Is one which Is designed to operate at one to four mgd per acre;
(60) Trickling Fler (Packed Tower). A plug flow type of operation In which wastewater lbws down through successive layers of media or Illtrale malerial; Organic
material Is removed cordtnually by the active biological fixed growth In each successive layer. This method may produce 'secondary' quality ellluenl, or may be
adapted to produce a Ntrhled effluent;
(61) Vacuum Filter. Centrifuges, or Filter Proses- Devices which are designed to remove excess water from eithor digested or undigostod sludgo prior to disposal
or further treatment.

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Group
March 12, 1992
MEMORANDUM
To: Ruth Swanek
Through: Jay Sauber bo
From: Howard Bryant MX14l -
Subject: Long-term BOD Analysis forCranston Print
DAY
0
5
10
15
20
25
30
35
40
50
60
70
80
90
120
130
140
:ON
7.54
12.84
15.59
17.86
20.25
21.90
23.72
25.38
28.60
31.73
33.71
34.99
36.16
38.71
39.95
40.12
NH3-N
0.20
0.23
0.13
0.11
0.04
0.13
0.05
Date Collected: October 2, 1991
0900-0900
�C �J
cc: Central Files
Regional Water Quality Supervisor
County: Henderson
NPDES # NC0000094
Receiving Stream: French Broad River
Sub -basin: 040302
TKN-N
NOX-N TN-N
5.5
33.00 38.0
6.3
41.00 47.0
6.0
33.00 39.0
8.2
30.00 38.0
5.5 38.00 44.0
6.8 36.00 43.0
4.9 36.00 41.0
Collected by: Tweed, Reid Test evaluation: excellent
pH:8.6 Seeded: seeded

t,
MEMOLi3�DATE: �l
///L✓U)/C1 SUBJECT: �MiJs/� V�
TO. lam'
AIPX-11
r "473x,
�,. 71f 7�v
�y e— —Ac
5TA7� Q,
North Carolina Department of Environment,
Health and Natural Resources

. .
as '~~�=. - ~�~---
^ /w��^
�
SUMMER
---------- MODEL RESULTS ----------
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
______________________________________________________________________
The End D.O. is 6.50 mg/l.
The End CBOD is 5.56 mg/l.
The End NBOD is 2.35 mg/l.
______________________________________________________________________
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
Milepoint
Reach #
(mg/1)
(mg/l)
(mg/1)
(mgd)
______
_________
_______
____
____
__
------------
Segment
1
5.16
4.45
2
Reach
1
90.00
45.00
0.00
2.50000�
Reach
2
80.00
9.00
4.00
27.00000��
�
Segment
2
6.59
0.00
1
��
Reach
1
63.00
9.00
0.00
0��'
2.0000^
Segment
3
5.33
5.00
1
Reach
1
0.00
0.00
0.00
0.00000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000� ��
Reach
4
94.95
0.00
0.00
4.00000%�~~
Reach
5
0.00
0.00
0.00
0.00000

SUMMER
Seg # 1
Reach #
| Seg Mi 1
D.O. |
CBOD 1
NBOD |
Flow
1
1
0.00
7.53
4.12
2.06
160.88
1
1
0.01
7.53
4.12
2.06
160.89
1
1
0.02
7.53
4.12
2.06
160.90
1
1
0.03
7.53
4.11
2.06
160.92
1
1
0.04
7.53
4.11
2.06
160.93
1
1
0.05
7.53
4.11
2.06
160.94
1
2
0.05
6.80
19.77
3.49
202.79
1
2
0.25
6.69
19.59
3.47
203.06
1
2
0.45
6.57
19.42
3.45
203.34
1
2
0.65
6.47
19.25
3.43
203.61
1
2
0.85
6.36
19.07
3.41
203.88
1
2
1.05
6.27
18.90
3.39
204.15
1
2
1.25
6.17
18.73
3.36
204.42
1
2
1.45
6.08
18.57
3.34
204.70
1
2
1.65
6.00
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Seg #
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Seg Mi 1
D.O. 1
CBOD
NBOD 1
Flow

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 7, 1990
MEMORANDUM
TO: Dale Overcash
THRU: Trevor Clements
Carla Sandersa�i 11
FROM: Jacquelyn M. Nowell�ju'N
SUBJECT: Response to Division of Environmental Health Comments on
Cranston Print Works Co.
NPDES Permit No. NC0000094
Henderson County
The Technical Support Branch has reviewed the comments of Mr. Richard
Rowe concerning the NPDES permit renewal for the subject facility. Our
response to his concerns are as follows:
1. The total phenols limit recommended by the Division was calcu-
lated by the "conservation of mass" equation and does protect for the
instream water quality standard of 1 ug/l. This limit for total phenols
of 1.77 #/D (monthly avg.) and 3.54 #/D (daily max.) is more stringent
than the effluent guidelines recommended by the EPA for a woven fabric
finishing industry. The staff in our Asheville Regional Office have been
working closely with Cranston Print Works regarding compliance with the
phenols limit.
Similarly, for the chromium limit, we evaluated the pollutant to pro-
tect the river for the N.C. standard of 50 ug/l, and found the recom-
mended effluent guideline was more stringent. Therefore, we believe that
the river will be more than protected for chromium. Our evaluations for
cyanide, copper, and zinc showed that due to the high (50:1) dilution in
the French Broad River and a comparison of the allowable concentrations
of these pollutants to the actual effluent concentrations, permit limita-
tions would not be necessary. It is our opinion that monthly monitoring
requirements will be sufficient to alert us to any potential problems
that Cranston's discharge may cause. In addition, a review of water
quality data at a DEM ambient station about three and a half miles above
the proposed water and a USGS gaging station in Asheville nine miles
below the proposed water intake, show no instream problems with chromium,
cyanide, copper, or zinc, with most samples registering below laboratory
detection levels.
2. Technical Support concurs with the daily average and daily maxi-
mum mass based limits assigned to Cranston Printworks.

MEMO
DATE:
TO:
SUBJECT: CJ/.P,p,-.rn2s/
7 7
4P,., /G.4 A A,�,,,,br /�, C,iLA w, k �L
r
(je- �r-�
40cS!//
e tf SfA1f o-
North Carolina Department of Environment,
Health and N
Natural Resources
Wnm ^�

We*acknowledge and appreciate
understand that the protection o
water supply for the citizens of
all. If there are any additional
me.
cc: Gary Tweed
the issues raised by Mr. Rowe and
f the French Broad River as a potential
Asheville is the ultimate goal of us
questions or comments please contact

d „a sUrF y
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
To:
Through:
From:
Division of Environmental Management
Water. Quality Section
May 25, 1990
Dale Overcash, Supervisor
NPDES Group
Forrest R. Westall<
Regional Water Quali
Asheville Regional e
i sor
r
Subject: Health Services Comments JU/IV U 7 �9
96
NPDES Permit No. NC00000()4
Cranston Print Works r '? "�T; R,
Henderson County
Gary T. Tweed, P.E. /
Environmental Engineer
Asheville Regional Office
This office has reviewed the comments submitted by Richard
Rowe with Division of Environmental. Health concerning the
proposed renewal of NPDES Permit No. NC0000094. A discussion of
each of the points raised is as follows:
1. The phenols limitations is bared on the waster quality
standard for of 1.0 ug/l not to be exceeded at 7 day 10 year
low flow. The current permit limits were negotiated with
approval from Health Services and the limitations for
phenolic compounds have not changed. There should be no
objection to retaining those phenolic compounds limits that
were previously negotiated and approved. Health Services
has not presented any additional information which warrants
change of these limitations.
2. Production at this facility is almost continuous and with
approximately a 24 hour detention wastewater treatment system
it is near impossible to create a slug type discharge.
Concentration limits are not necessary and should not be
required.
Interchange Building, 59 Woodfin Place Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Cranston Print Works
May 25, 1.990
Page Two
3. The Company has always had a 4.0 MGD design flow system and
the current permit contains a 4.0 MGD flow limitation. The
existing permit was modified after it was originally issued
to include the 4.0 MGD flow limit. The 4.0 MGD flow limit
has always been a part of Cranston's previous control
document and consistent with what is in the ground. This
issue was discussed in some detail with regional
Environmental Health staff and it was understood that the
issue was settled. The Company is not proposing any increase
in flow as is indicated by Health Services.
4. Due to the distance between Cranston and the proposed
intake, it is expected that the discharge will be completely
mixed and our review is on this basis, which is worse case.
The intake and discharge point are on opposite sides of the
river and in reality would impart the intake at no more than
a complete mix situation. Al]_ sampling data collected to
date has not shown any evidence of the compounds in excess
of water quality standards. Additional study of mix
patterns is not recommended.
Health Services has .reviewed this data and should be aware
of the quality of the river.
It continues to be DEM's conclusion that the French Broad
River will not be rendered unsuitable for its classified uses as
result of the continue operation of Cranston Print Works
wastewater treatment system_ The statements provided by the
Division of Environmental Health are of concern since the
proposed permit is essentially the same as the existing permit
which that Division concurred with in the past. With no new
"information on which to base a revised position, the DEH has
resurrected issues that were discussed, evaluated, and settled
with their input. It is this Offic:e's conclusion that there is
no information provided which has riot been previously addressed
in issuance of the current NPDES Permit. It is recommended that
the Division seek Health Services approval and proceed with
processing of this permit. Should there be any questions, please
advise.
GTT
cc: Roy M. Davis
Darrell Herndon

Ago
111iIlk Y 61990
PE?`;',ITS & Ei4TN!EF_R'.''r'
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Health
P.O. Box 27687 • Raleigh, North Carolina 27611-7687
James G. Martin, Governor May 10, 1990 Richard K. Rowe
William W. Cobey, Jr., Secretary Director
MEMORANDUM
TO: M. Dale Overcash, P.E.
NPDES Permits Group Leader
Discharge Permit Unit
Division of Environmental Management
FROM: Richard K. Rowe, Director
Division of Environmental Health
SUBJECT: Draft National Pollutant Discharge
Elimination System Permit
Cranston Print Works Company
School House Road
Etowah
Henderson County
Permet No. NC0000094
PWSS No. 491
Reference is made to the above mentioned Draft National Pollutant
Discharge Elimination System Permit. We have reviewed the data
submitted and conducted a field investigation regarding the permit
and make the following comments:
1. We are concerned about the level of total phenols and
other possible chemicals allowed to be discharged into
the French Broad River approximately 9.2 miles upstream
of the potential Asheville intake site. Our concerns
stem from comments made in a February 19, 1987 memo from
Ted Taylor, Ph.D. (Toxicologist) of this department about
this referenced discharge and the fact that the proposal
exceeds the established 1.0 ug/l limit for total phenols.
A copy of Dr. Taylor's memo is attached for your review.
An Equal Opportunity Affirmative Action Employer

M. Dale Overcash, P.E.
Page 2
May 10, 1990
2. The permit limits are set based on pounds/day allowable
discharge. We feel that a maximum effluent concentration
level needs to be established to restrict heavy dosages
during peak production periods.
3. The current permit shows an increase in possible waste
production from 2.5 mgd (in 1986) to 4.0 mgd. This increased
volume of waste needs to be closely evaluated to determine
its total impact on the downstream water quality.
We object to the issuance of this permit because we feel
this discharge may render the French Broad River unsuitable as
a future water supply source.
Although the discharge is 9.2± miles upstream of a potential
water supply intake point, there are some concerns as to the concen-
tration of pollutants at the potential intake point. We need
to know what type of mixing pattern can be expected between the
point -of -discharge and the potential water supply intake point
during various flows in the French Broad River. Coupled with
this information would be the actual concentration of pollutants
we might expect to find at the potential intake point due to a
controlled simulated substance release at the point -of -discharge.
RKR/RWC/ar

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3,2.2, 2
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INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: (�'�/ s�n, ��r�ww Permit No.: NC00 0 °o 9 V
Receiving Stream: 1.� -A tv4Q Avv, Sub -basin: Oi-oyoZ
Upstream Location: /3vr/&- Downstream Location
Upstream Downstream
DATE TEMP D.O. BOD5 COND TEMP D.O. BOD5 COND
DEC-90
NOV- 90
OCT-90
SEP-90
AUG-90
JUL-90
JUN-90
MAY-90
APR-90
MAR- 90
FEB-90
JAN-90
DEC-89
NOV- 89
OCT-89
SEP-89
AUG-89
JUL-89
JUN-89
MAY-89
APR-89
MAR- 89
FEB-89
JAN-89
DEC-88
NOV- 88
OCT-88
SEP-88
AUG-88
JUL-88
JUN-88
MAY-88
APR-88
MAR- 88
FEB-88
JAN-88
DEC-87
NOV- 87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR- 87
FEB-87
JAN-87
S. Z
7F
S
T
9, o
_/Y
17
_T7
1
7,0
�,s
a.S41
Z1.
, Z
, (�
ZL

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 14, 1989
9MCOMAINk i1IR
TO: Lula Harris
THRU: Trevor Clements
Tom Stockton1p CCCJJJ
FROM: Jackie Nowell:�
SUBJECT: Monitoring Frequencies for Cranston Print Works
NPDES Permit No. NC0000094
Henderson County
The Technical Support Branch has reviewed the letter from Cranston
Print Works requesting modifications to the monitoring frequencies
listed in their draft permit. Our comments and recommendations concern-
ing this matter are as follows:
1) For the parameters, total suspended residue, temperature, and
COD, Cranston has recommended sampling more frequently than required
under the draft permit. For example, they have recommended daily efflu-
ent sampling for total suspended residue and temperature, where we only
requested weekly sampling. A review of state regulations for Class III
facilities under this SIC Code indicates that Cranston's recommended
sampling frequencies may be more appropriate. Technical Support will
recommend the continuation of weekly effluent sampling for BOD5 to main-
tain consistency with the previous NPDES permit.
2) We recommend that the draft permit monitoring frequencies for
dissolved oxygen remain weekly effluent sampling and monthly upstream
and downstream sampling. This is more often than required in the
previous permit, but Technical Support and the Asheville Regional Office
do not concur with the omission of sampling for this parameter. As a
major facility that discharges into a river classified for use as a
water supply, it is the opinion of the staff that instream sampling
should continue to determine if the discharge impacts dissolved oxygen
levels in the river.
3) Monitoring frequencies for sulfide, total chromium, and conducti-
vity should remain the same as required in the draft permit. Technical
Support does not recommend any reduction in sampling frequencies.
4) Technical Support recommends the inclusion of monthly effluent
monitoring for zinc, copper, and cyanide to the draft permit. Based on
effluent data submitted by Cranston, Technical Support previously
requested that these parameters be monitored in the final wasteload

allocation issued 7/17/89.
If there are any questions or additional comments concerning this
matter, please contact me.
cc: Gary Tweed

CRANST'ON PRINT WORKS COMPANY
FLETCHER DIVISION • FLETCHER, NORTH CAROLINA 28732 • TEL: [phone]
C 40
NEW YORK OFFICE • 1412 BROADWAY, NEW YORK, N.Y. 10018 • TEL: [phone]
October 30, 1989
Permits and Engineering Unit
Division of Environmental Management
P.O. Box 27687
Raleigh, NC 27611-7687
Attention: Ms. Lula Harris
RE: NPDES PERMIT NO. NC0000094
Dear Ms. Harris:
I
it
I wrote to you on September 21, 1989, regarding changes in the proposed
monitoring frequencies in our renewal 'draft discharge permit. After
careful review of our monitoring reports, we wish to make the following
observations.
Receiving Stream - .Upstream and Downstream
Our discharge volume is usually much less than 1% of the stream flow and
has very little impact on the measured stream parameters. Monthly testing
is sufficient to characterize this impact.
Discharged Effluent
Measurements of BOD, TSS, COD, Sulfide, Chromium and Fecal Coliform are
typically less than half the permitted average values. Since the treatment
plant hydraulic detention time is 3-4 days, these parameters are not likely_
to change rapidly. There should be no need to test as frequently as
proposed in the draft permit.
Total suspended solids (TSS) is easily and quickly measured and is probably
the parameter most likely to change suddenly and thus serve as an indicator
of process variation. We agree to test TSS daily.
We see no value in frequent dissolved oxygen (D.O.) tests of the effluent.
The D.O. in the final clarifier would be almost zero, and any increase would
result from incidental pick-up during turbulent passage from the clarifier
through the clarifier launder and subsequent discharge pipes and flow meter.
A two-mile pipeline discharges to a not -easily -accessible point on the river.
Our discharge has no impact on the river D.O. as measured at the bridge
downstream.

- 2 -
Stream sampling involves a tour of several miles each trip. We wish to
minimize and consolidate stream sampling and also the packaging and shipping
of samples to outside laboratories. We also think that too much repetitive
data is undesirable, not only because of the time and expense involved,
but because it dilutes and detracts from the care and attention that should
be given to the more important information.
We respectfully request that the proposed Monitoring Requirements, Part I.A.U)
be amended as shown on the attached table. ,
Please call if you should have any questions.
AJP/np
Enclosure
Very truly yours,
Cranston Print Works Co.
Anthony J. Palazzo
Plant Manager
Fletcher Division
cc: D. Greene H. Donaldson
J. Grant W. Turner
file
I

REQUEST
BY CRANSTON
PRINT WORKS
COMPANY
Part
I.A.(1). -
Monitoring
Frequencv
Parameter
Flow
BOD
TSS
NH3-N
D.O.
Fecal Coliform
Temperature
Total N
Total P
COD
Sulf ide
Phenols
Chromium
Chronic Toxicitv
Priority Pollutants
4-Cl-3-Me-Phenol
4-Cl-2-Me-Phenol
2,4-Di-Me-Phenol
Conductivity
Frequency
Ct,atinuous
Weekly
Dailv
Monthly
(omit) --
Monthly
Daily
Quarterly
Quarterly
Weekly
Monthly
Monthlv
Monthly
Quarterly
Annually
Monthly
Monthly
Monthly
Monthly
Location*
I or E
E,U,D
E
E
E,U,D
E,U,D
E
E
E,U,D
E
E
E
E
E
E
E
E
M
* All Upstream and Downstream monitoring shall be
by grab samples taken monthly.
N

NRCD - ENVIRONMENTAL
MA5AGEMEN7
T15. 02B .0500
6.
7.
BOD, 5-day, 200C
Total Suspended
E
Residue E
2/month
2/month
Daily
Daily
8.
Ammonia Nitrogen
E
2/month
Daily
9.
Total Nitrogen
E
*
,�
10.
Total Phosphorus
E
#
,�
TOBACCO PROCESSING
MINIMUM
REQUIREMENTS
FOR SIC 2100-2199
EFFLUENT
LIMITED
RE UIRED TEST
LOCATION
FEEQUENCY
1.
pH
CLASS I S ID
CLASS III S IV
'
2.
Temperature, OC
E
E
Weekly
Weekly
Daily
Daily
3..
BOD, 5-day, 200C
E
2/month
Daily
4.
Total Suspended Residue E
2/month
Daily
5.
6.
Ammonia Nitrogen
E
Monthly
Weekly
Total Nitrogen
E
#
7.
Total Phosphorus
E
WATER QUALITY LIMITED
1.
Dissolved Oxygen
E
Weekly
Daily
2.
3.
Dissolved Oxygen
U,D
Weekly
3/week +
4.
pH
Temperature, oC
E
E
Weekly
Weekly
Daily
Daily
5.
6.
Temperature, OC
U,D
Weekly
3/Week +
BOD, 5-day, 200C
E
2/month
Daily
7.,
Total Suspended Residue
E
2/month
Daily
8.
9.
Ammonia Nitrogen
E
2/month
Daily
Total Nitrogen
E
10.
Total Phosphorus
E
TEXTILE PROCESSING
MINIMUM
REQUIREMENTS
FOR SIC 2200-2299
EFFLUENT LIMITED
R_EQUIPED TEST
LOCATION
FREQUENCY
1.
pH
CLASS I E II
CLASS III E -IV
2.
Temperature, OC
E
E
Weekly
meekly
Daily
Daily
3.
BOD, 5-day, 200C
E
2/month
Daily
4.
5.
COD E
Total Suspended Residue E
Monthly
2/month
Weekly
Daily
6.
Total Nitrogen
E
*
,�
7.
Total Phosphorus
E
*
,�
WATER QIIALITY
LIMITED
1.,
Dissolved Oxygen
E
Weekly
Daily
2.
3.
Dissolved Oxygen
U,D
Weekly
3/week + A
4.
pH
Temperature, OC
E
E
Weekly
Weekly
Daily
Daily
5.
Temperature, OC
U,D
Weekly
3/week +
6..
BOD, 5-day, 200C
E
2/month
Daily
7.
8.
COD E
Total Suspended Residue E
2/month
2/month
Weekly
Daily
NORTH
CAROLINA ADMINISTRATIVE CODE
09/22/88
2-93

NRCD - ENVIRONMENTAL MANAGEMENT
T15: 02B .0500
9. Total Nitrogen
10. Total Phosphorus
LUMBER AND
MINIMUM
REQUIRED TEST
E
E *
WOOD PRODUCTS_ EXCEPT FURNITURE)_
REQUIREMENTS FOR SIC 2400-2499
EFFLUENT LIMITED
LOCATION FREQUENCY
CLASS I & II CLASS III E IV
1.
I
PR
E
Weekly
Daily
2.
Temperature, oC
E
Weekly
Daily
3.
BOD, 5-day, 200C
E
2/month
Daily
4.
COD
E
Monthly
Weekly
5.
Total Phenolics
E
2/month
Daily
6.
Total Suspended Residue E
2/month
Daily
7.
Total Nitrogen
E
8.
Total Phosphorus
E
WATER QUALITY
LIMITED
1.
Dissolved Oxygen
E
Weekly
Daily
2.
Dissolved Oxygen
U,D
Weekly
3/week
3.
pH
E
Weekly
Daily
4.
Temperature, oC
E
Weekly
Daily
5.
Temperature, IC
U,D
Weekly
3/week
6.
BOD, 5-day, 200C
E
2/month
Daily
7.
COD
E
2/month
Daily
8.
Total Phenolics
E
2/month
Daily
9.
Total Suspended
Residue E
2/month
Daily
10.
Total Nitrogen
E
11.
Total Phosphorus
E
MANUFACTURING
OF FURNITURE AND FIXTURES
MINIMUM
REQUIREMENTS
FOR SIX 2500-2599
EFFLUENT LIMITED
RE2UIRED TEST
-
LOCATION
-
FREQUENCY
I CLASS
III E
1.
2.
3.
4.
5.
6.
7.
B.
9.
1.
2.
3.
4.
5.
6.
7.
E
CLASS 3 E
Weekly
_
Daily
PH
Temperature, oC
E
Weekly
2/month
Daily
Daily
BOD, 5-day, 200C
E
E
Monthly
Weekly
COD
Total Phenolics
E
2/month
Daily
Formaldehyde
E
2/month
Daily
Total Suspended Residue
E
2/month
Daily
Total Nitrogen
E
E
*
Total Phosphorus
Dissolved Oxygen
Dissolved Oxygen
PH
Temperature, °C
Temperature, °C
BOD, 5-day, 200C
COD
WATER QUALITY
E
U,D
E
E
U,D
E
E
LIMITED
Weekly
Daily
Weekly
3/week
Weekly
Daily
Weekly
Daily
Weekly
3/Week
2/month
Daily
2/month
Daily
NORTH CAROLINA ADMINISTRATIVE CODE 09/22/88 2-94
i
-F
H
IV

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Division of Environmental Management
Water Quality Section
November 8, 1989
Memorandum
To: Ms. Lula Harris
Permits and Engineering
Through: Roy M. Davis, Regional Supervisor.
Division of Environmental Management
Forrest R. Wes 1
Water Quality R Supervisor
From: Gary T. Tweed, E.
Environmental Engineer
Subject: Draft NPDES No. NC0000094
Cranston Print Works
Henderson County
Ann B. Orr
Regional Manager
The October 30, 1989, letter from Cranston Print Works has
been reviewed with respect to change in the proposed monitoring
requirements as contained in subject permit. The proposed
monitoring in the permit represents the minimum requirements an(i
should not be further reduced. There is no information offered
by the Company which would justify reducing monitoring
frequencies. There is no monitoring required other than flow
which is more frequent than weekly. Since this facility is an
industrial major discharging to WS--II waters it would not be
appropriate to further reduce monitoring requirements.
Should there be questions or additional review needed,
please contact this office.
GTT
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 000 94
FACILITY NAME: Cra n s� L'aL 00 ks .092'W-
Facility Status: PROPOSED
(circle one) ,
Permit Status: (m00llCAT10N UNPmmrrrm NEw
(circle one)
Major �� "norr.�
Pipe No:
Design Capacity (MGD):�
Domestic (x of Flow): q�
Industrial (Z of Flow):
Comments:
RECEIVING STREAM: r',Erk(_ t $road
� 2
Class: — — -
Sub -Basin: C �t —0.3 — 02
Reference USGS Quad: NF (please attach)
County: <rscs►1
Regional Office: Fa Me Ra Wa WI WS
(circle one)
Requested By
Prepared By:
Reviewed By;
Date:
Date:
Date:
Modeler Date Rec. 'F
�Lp 5 Z 8 5ZS
Drainage Area (miZ) SS Avg. Streamflow (cfs): 3 "I
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / hronic_�
Instream Monitoring:
Parameters LoD COD DO
Upstream Location
Downstream Location
P 01TED
Effluent
Characteristics
,,n :v _ __,_ .
M�►� ` - 4
'�`' " Yip
BODs WD >)
Jb 51 (13
2/ I z-
p
(9Zo BpT"
3Y900
32 APT
TSS (10)
�S'f (5pT
56 ib
PhSM015 (—.
1,77
PH (SU)
PPI
3z
9c41.,,-s �fNal
3•S9#/'P PT�
,08D
3, S-f #1D �
7, °a -4:/p
a d,mtt4 l na
�. 17 ;07/
Comments: ►�„.ry..,-.l rw �� {�✓ �tf"3� ,��

. 1
J.
FOR APPROPRIATE DISCHARGERS. LIST COMPLETE GUIDELINE LIMITATIONS BELOW
&
Effluent Characteristics
vy
Averagerage
Daily
Maximum
Comments
200
4.0
3� .
coy
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
0 000
-qU F z 61 T
d
A �

J if L 1. F 1989
PrFf;J#i4?- 5 2 5 i
------------------- WASTELOAD ALLOCATION APPROVAL ORM E U D
- 1h'ater Qrrali� S??ticir
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Reque'stor :
Date of Request:
Quad:
CRANSTON PRINT WORKS COMPANY
NC0000094
99.75% INDUSTRIAL
EXISTING
FRENCH BROAD RIVER
WSIII
040302
HENDERSON
ARO
HARRIS
5/2/89
F8NE
JUL 31 - 1989
/ 0.25°% DOMESTIC
,Asheville Regional Office
Asheville, North Carolina
Drainage
area: 553
sq mi
Summer
7Q10: 316
cfs
Winter
7Q10: 390
cfs
Average
flow: 1388
cfs
30Q2: 575
cfs
-- RECOMMENDED EFFLUENT LIMITS --------------_.___._--------
MONTHLY DAILY
AVERAGE MAXIMUM
Wasteflow (mgd):
4.00
BOD5 (#/D):
COD (#/D):
1056
19200
(BPT)
(BPT)
2112
36400
ll
�I^
TSS (#/D):
2848
(BPT)
5696
Sulfide (#/D):
32
(BPT)
64
Phenols (#/D):
1.77
(WQ)
3.54
Total Chromium (#/D):
16
(BPT)
32
pH (SU) :
6-9
(WQ)
4-chloro-3-methyl phenol:
3.54 #/D
(BPJ)
7.08 #/D
4-chloro-2-methyl phenol:
3.54 #/D
(BPJ)
7.08 #/D
2,4-dimethyl phenol:
0.17 #/D
(BPJ)
0.34 #/D
Toxicity Testing Req.:
CHRONIC /QUARTERLY
PITPcM!;
---------------------------- MONITORING --------------------------------
Upstream (Y/N): Y Location: Butler Bridge
Downstream (Y/N): Y Location: Fanning Bridge
----------------------------- COMMENTS ---------------------------------
RECOMMENDED BPT LIMITS BASED ON NEW EFFLUENT GUIDELINES (40 CFR PART 410.42)
PER P&E. RECOMMEND MONTHLY EFFLUENT MONITORING FOR NH3, TOTAL RESIDUE, COPPER,
CYANIDE, ZINC, FECAL COLIFORM, AND TEMPERATURE (PER EXISTING MONITORING
REQUIREMENTS). RECOMMEND WEEKLY EFFLUENT MONITORING FOR SETTLEABLE MATTER.
RECOMMEND INSTREAM MONITORING FOR BOD, COD, DO, FECAL COLIFORM AND TEMPERA-
TURE.
Recommended by
Reviewed by
Tech Support
Regional
Permits &
Supervi or,
o r,
Engineering
Date . (4—/Zi ff
Dat
Date:
Date:
JUL 3 01989
RETURN TO TECHNICAL SERVICES BY:

Facility Name �%t�STU''� �ri w �'`� � Permit # /(/G 0 a r� Oo 9�
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is bf % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform Quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of Nile--i/SE10 Z)6-C: . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
'Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream. this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 316 cfs
Permited Flow 1', 6 MGD Recommended by:
IWC% /, 9
Basin & Sub -basin
Receiving Stream _
County hn/DE�
fc.8 oz
aex
**Chronic Toxicity (Ceriodaphnia) P/F atV/�9 %, MAR- �-04rct, �� See Part 3 , Condition .

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U.S. EPA - CLP
1
INORGANIC ANALYSIS DATA SHEET
Lab Name: COMPUCHEM LABORATORIES
Lab Code: COMPU Case No.: COMME
Matrix (soil/water): WATER
Level (low/med): LOW
Solids: 0.0
V-
EPA SAMPLE NO.
L0000041189
Contract: 787 L..I
SAS No.: SDG No.: CM414D
Lab Sample ID: 255992
Date Received: 04/12/89
Concentration Units (ug/L or mg/kg dry weight): UG/L
ACAS No.
I Analyte
IIConcentrationICI
Q
IM
- F--'S
A uminum
744Z--T6--U—..Antimony
p
- -
Arsenic
F
- -
Barium
- -
Ber ium
U
p
- -
Ca mium
U
p
- -
Ca cium
- -
C rom-
p
- -
Co a t
7 - 0-
Copper
69.2
p
7 3 - 9-
Iron
7 3 -9 -
Lea
B
F
3 -9 -
Magnesium
-9 -
Manganese
3 - -
Mercury
0
U
CV
7TTU- -0
Nickel
3 .3
U
P
- -
Potassium
- -
Se enium
g
F
p
744 - 3-
So ium
0- -
T a ium
2.
B
F
744 2
Vana ium
- 6-
Zinc
2
P
C ani e
Color Before: COLORLESS
Color After: COLORLESS
Comments:
FORM 1 - PAGE 1
Clarity
Before:
CLEAR
Texture:
Clarity
After:
CLEAR
Artifacts:
FORM I - IN 7/87

U.S. EPA - CLP
1 EPA SAMPLE NO.
INORGANIC ANALYSIS DATA SHEET
Lab Name: COMPUCHEM LABORATORIES
Lab Code: COMPU Case No.: 475 2
Matrix (soil/water): WATER
Level (low/med): LOW
% Solids: 0.0
0000041189
Contract: 7/87
SAS No.: SDG No.: COM649
Lab Sample ID: 255994
Date Received: 04/12/89
Concentration Units (ug/L or mg/kg dry weight): UG/L
�
�illtLa'j►�i�
- .
--�-��
�•Seleniu
Silver
Color Before: GREY
Color After: COLORLERR
Comments:
FORM 1 - PAGE 2
Clarity Before: CLOUDY
Clarity After: CLEAR
Texture:
Artifacts:
FORM I - IN 7/87

COMPOUND LIST - CLASSICAL PARAMETERS
SAMPLE IDENTIFIER: 0000041189
COMPUCHEM SAMPLE NUMBER: 255993
CONCENTRATION DETECTION LIMIT
(ug/L) (ug/L)
1. PHENOLS, TOTAL 59 10

RESEARCH & ENGINEERING DIVISION
Analytical Report
by
Robert DeGaetano
DATE: February 15, 1989
REPORT # F-704
AN # 2160
IDENTIFICATION OF PHENOLIC SPECIES PRESENT
IN THE FLETCHER PLANT EFFLUENT
Introduction: Please analyze the submitted sample of Fletcher effluent,
in order to identify and quantify the phenolic species
present. The sample is a composite taken on 2/8/89.
Sample
Preparation:
The sample was prepared using EPA Method 604, except the
methylene chloride was concentrated to a convenient volume,
2.0 mis, due to sample rheology.
Analysis: Gas Chromatography - CPW Modification of EPA Method 604,
using a capillary column and FID detector.
Results: The effluent sample appeared not to contain anv of the
phenolic species considered to be taste and odor problems
in drinking water.
RD/np
Enclosure
cc: W. Perron
A. Oroslan
H. Donaldson
W. Turner
file
Robert DeGaetano
J. Grant
�A--Greene (submitter)

a
r
AN f _-_ "-
PAGE 2
Data;
Retention
Fletcher Effluent
Phenolic Standard
Time (Mans.)
(detection - ppb)
phenol
3.06
2-chlorophenol
3.30
.2-chloro-5-methylphenol
4.78
0-rI3
2-nitrophenol
5.38
. 2,4-dimethylphenol
5.55
40,13
2,4-dichlorophenol
5.90
•
2,5-dichlorophenol
5.92
2,3-dichlorophenol
6.04
. 3-chlorophenol
6.24
�• i
4-chlorophenol
6.28
2,6-dichlorophenol
6.43
4-chloro-2-methylphenol
7.40
4 chloro-3-methylphenol
7.66
2,4,6-trichlorophenol
8.68
.3,4-dichlorophenol
9.49
t, 8
el -naphthol
10.84
o.b3 ,
92-naphthol
10.84
0-phenylphenol
10.96
. 2,4-dinitrophenol
11.01
. 4-nitrophenol
11.13
4, 6-dinitro-o-creosol
12.22
pentachlorophenol
14.01
7.7f
* These phenolic species later determined, not to be present
by the PHENOLIC BODIES CONFIRMATIONAL METHOD. See attached
sheets for chromatograms of the 2 PHENOLIC BODIES METHODS.

RESEARCH & ENGINEERING DIVISION
Analytical Report
by
Dennis Pereira
DATE: June 16, 1988
REPORT # F-704 - 75
AN # 1818
IDENTIFICATION OF PHENOLIC SPECIES PRESENT
IN THE FLETCHER PLANT EFFLUENT
Introduction: Please analyze the submitted sample of Fletcher effluent,
in order to identify and quantify the phenolic species present.
The sample is a composite taken on 5/23 - 5/24/88.
Sample
Preparation: The sample was prepared using EPA Method 604, except the
methylene chloride was concentrated to a convenient volume,
1.5 mis, due to sample rheology.
Analysis: Gas Chromatography - CPW modification of EPA Method 604,
using a capillary column and.FID detector.
Results: The effluent sample appeared not to contain any of the
phenolic species considered to be taste and odor problems
in drinking water.
Den`Rls Perei' I: !�
DP /np
Enclosures
cc: W. Perron A. Palazzo
A. Oroslan J. Grant
W. Turner L-D.- Greene
file

IMF.'
AN U 18-t-t
PACE 2
Data:
Retention
Fletcher Effluent
Phenolic Standard
Time (fins.)
(detection - opb)
phenol
3.06
2-chlorophenol
3.30
2-chloro-5-methylphenol
4.78
2-nitrophenol
5.38
2,4-dimethylphenol
5.55
2,4-dichlorophenol
5.90
2,5-dichlorophenol
5.92
2,3-dichlorophenol
6.04
3-chlorophenol
6.24
4-chlorophenol
6.28
2,6-dichlorophenol
6.43
4-chloro-2-methylphenol
7.40
4.1
4 chloro-3-methylphenol
7.66
2,4,6-trichlorophenol
8.68
3,4-dichlorophenol
9.49
1-naphthol
10.84
Z2. 2.
2-naphthol
10.84
Nb 1.414- ._
0-phenylphenol
10.96
2,4-dinitrophenol
11.01
4-nitrophenol
11.13
4, 6-dinitro-o-creosol
12.22
pentachlorophenol
14.01
If..6
* These phenolic species later determined, not to be present
by the PHENOLIC BODIES CONFIRI`SATIONAL `E LUOD. See attached
t sheets for chromatograms of the 2 PHENOLIC BODIES METHODS.

f-1F
-� SUSPE�-T
P Ht-�ou c_
7.45 +
508
17.26
269104
21.01
10.36
12.82
1315 W
15.98
17.26
17.99
19.94
21.91
21.89
41 SlJ^ i'c
k�oi~
?HE,Jot_1C. bolos
RUN #
5
MEr+toO - GC-
FHErJGUc E30DtES
WORKFILE
ID: B
RUH # 6
�(ETH�D - 6.L
WORKFILE
NAME:i
WORKFILE ID:
B wl
PH o� S PiK�
WORKFILE NAME:
AREA%
RT
AREA
TYPE
AR/HT
AREA%
AREA:
Z.45�
535
BB
0.020
3.596
RT
AREA
TYPE
AR/HT
AREA%
10.28
1251
P8
0,050
8.409
3.E04 �.
9970
PB
0.062
40.846
1Q_86
3525
YB
0.035
24.030
7 43 ':,:;
?58
PB
0.055
3.105
11.85
97$
YY
0.036
6.574
10.27
1466
PB
0.050
6.E006
11.91
510
YP
0.039
3.428
10_.864 �- y..
4045
YB
0.035
16.572
12.07
905
P6
0.036
6.083
11.73
758
BY
0.092
3.105
12.82
323
PB
0.045
2.205
11.34
1123
YY
0.036
4.601
13 9G '
288
PY
0.043
1.936
11.91
586
YB
0.039
2.401
14.04.
522
YB
0.043
3.542
12.06
1051
PB
0.035
4.306
15.30
499
PB
0.064
3.354
12.52
299
YB
0.036
1.225
15.98
961
PB
0.039
6.460
1.3.��r-"
1068
Fb'
0.067
4.375
17.26
241
PB
0.033
1.62B
15.98
826
PY
0.041
3.384
17.83
517
PP
0.068
3.425
17.26,
223
BP
0.052
0.914
18.00
538
PY
0.040
3.61.6
17.99
361
PY
0.039
1.429
19:94
1323
PY
0.060
3.893
19.94
1172
PY
0.081
4.802
20.16
366
YY
0.047
2.460
21.01
353
F8
0.040
1.446
21.01
605
BB
0.049
4.067
21.8'9
350
BB
0.042
1.434
21.89
440
88
0.043
2.958
22.91
490
1 PH
0.057
3.294
TOTv'iL AREA=
24409
AUL FACTOR= 1.0000E+00
TOT�'L AREA= 14877
MUL:ACTOR= 1.0000E+00

.�.a4
19
82
7.39
-3.66
1.41
� . Q4ti
�41.66
=i2.75
_13.44
--14.25
3.44 PHE,aoL- sPrKE
� Rttti,��+o.� i-i►.,,c,s o� �kL«daro�
do not n a+r1 vp +o il%t su41.cL+
pkfxo1 i (- bod:il"
I
RUN #
?
-
-
WORKFILE
ID: C
WORKFILE
NAIVE PI4EN0C
GC�1f�1cH�ATI0NAl.
I ke7rf+o o - 6 L
AREA%
RT
AREA
TYPE
AR/HT
AREA:
0.23
29713
BH
0.070
0.081
0.31
3.6754E+07
tSHB
0.073
99.)32
1.013
3230
BY
0.191
0.009
1.08
2435
YP
0.044
0.007
2.44
9102
PB
0.064
0.025
2.90
1101
BY
0.0125
0.003
3.05
813
YB
0.076
0.002
3.44
29776
BB
0.057
0.081
4.19
2081
PB
0.082
0.006
5.02
770
YY
0.089
0.002
7.39
1131
PY
0.140
0.003
3.66
2840
PY
0.088
0.008
9.41
1344
BB
0.145
6.004
1C.20
2089
PP
0.151
0.006
10.53
553
PY
0.092
0.002
11.66
2491
PB
0.177
0.007
12.75
1075
BB
0.124
0.003
13.44
11831
BP
0.201
0.005
14.25
1427
BB
0.150
0.004
13.19
5140
PB
0.254
0.914
T07 PL AREA= 3.68053E+07
MUL FACTOR= 1.0800E+00
12.26
22.83 R- o - :.
RUN 4
5
WORKFILE
ID: C PIteoL
CAC).PIaA^,4-rLo..JAL
WORKFILE
NAME:
+AETvtco - GC_
W/
PEAJTA CHL-0{ZO AHE..loL SP1 i,,
AREA%:
RT
AREA
TYPE
AR/HT
AREA,
3.21
1585
BH
0.063
0.005
0.30
3.3578E+07
fSHB
0.067
99.336
12.76
5492
BB
0.122
0.016
22.'33
21, /
PB
0.557
0.643
TOTAL AREA= 3.3803E+07
MUL FACTOR= 1.0088E+00

Engineer Date Rec .
#
NPDES WASTE LOAD ALLOCATION
— ►aoil
L1sY,f%bill �i !.i/OJ
Date:
a
Facility Name:
v
Existing Q
Permit No.: �l�!/�J95� Pipe No.: 400,1
County: _Cry
��fa✓
-
o
Proposed Q
Design Capacity (MGD): Industrial (% of Flow): f940 Domestic (% of Flow):
f
�' Sub -Basin:
//
�`�'"��3"OZ
ea
Receiving Stream:
�✓�+ L�.��Ad /�-�✓ram Class:
_=r�✓iy
c
Reference USGS Quad: F � %� E (Please attach) Requestor:_
�iG�nlJ Regional
Office
as
°=
(Guideline limitations,
if applicable, are to be listed on the back of this form.)
Design Temp.:
Z C Drainage Area: ' S �' �� 2
Avg. Streamf low :
�72
7Q10:
�? c�s Winter 7Q10: �o
.30Q2:
aU
Location of D.O.minimum (miles below outfall):
Slope: 2
_
E
Velocity (fps) :
4,� Kl (base e, per day, 200C) : �' '
K2 (base e, per day,
200C) :
/-9.Z
o
C..)
%f
Effluent
Characteristics
Average
tA4
Comments
907 -r
i 5S
2 7`f(.z
641 -�2.q
T-
So L
30
61,6
-6j
Effluent
Characteristics
Average
Via.
M
Comments
Al s('
Original Allocation
Revised Allocation Dates) of Revision(s)
(Please attach previous allocation)
Confirmation r7T ( t ew 1, i—y- )
ear rtr--"
Prepared By: �. ��G Reviewed By:. f' ,'° �` l / -' X- �r— Date:
G
C�(�'�.�

"r
P
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Average
Maximum Daily
Av=MW
Comments
jolt AlZo33
d
24-41
S¢82 Al
.48
3 4494
o.
G /. 6
V74V� or
S Ai
-
Type
of Product
Produced
Lbs/Day
Produced
Effluent
Guideline Reference
Gc��v1=�1
'e4 C'
V.,jh' A
/S
v
�O
C6Z 4146. fLZ

Form #001 — --- --
WASTE LOAD ALLOCATION APPROVAL FORM
.M
Facility Name: Cranston Print Works
County: Henderson Sub -basin: 04-03-02
Regional Office: Requestor: David Adkins
Type of Wastewater: Industrial 100
Domestic
If industrial, specify type(s) of industry: Woven fabric finishing
Receiving stream: French Broad River Class: C (prop_ A -TT)
Other stream(s) affected: Class-
7Q10 flow at point of discharge:_ 328 cfs
30Q2 flow at point of discharge: 597 r-fs _
Natural stream drainage area at discharge point: s sn m;
Recommended Effluent Limitations
Daily Avg. Daily Max
BOD5 (lbs/d) 1016.4 2032.8 BPT
TSS (lbs/d) 2741.2 5482.4 BPT
COD (lb/d) 17248 34496 BPT
Sulfide (lbs/d) 30.8 61.6 BPT
T. Chromium (lbs/d) 15.4 30.8 BPT
phenols (lbs/d) 15.4 30.8 BPT
( If "C" Class)
phenols (mg/1) 0.85 - WQ
(If "A -II" Class)
pH (SU) 6-9
Wasteflow (mgd) 2.5 (monthly average)
R ELCEIVED
1 AN 2 31%
WATEP QUALITY SFCTIOM
This allocation is: / / for a proposed facility
/ / for a new (existing) facility
/ / a revision of existing limitations
/X/ a confirmation of existing limitations (new COD BPT)
Recommended and review rDate:
d by:
� �D ��--
_ � $
Head, Techncial Services Branch X&UDate: % !i
Reviewed b
D
Regional Supervisor
St_ �.• ate: / /
Permits Manager Date:
Approved by:
Division Director Date:

0
cD
0
4
_ NPDES WASTE LOAD ALLOCATION
Facility Name: �r.vc�s - - Date:
Existing F
Proposed
Engineer.
Date Rec.
#
0-1g
Wig,
r
a
Permit No . i(/GUUU�JUY¢- pipe No . : County .
.0// zz�ff
Design Capacity (MGD): S Industrial (% of Flow)': _Domestic (% of Flow):
`/�A��y Class : - dub-Basin:
Receiving Stream: �[ &Ioc_k
Reference USGS Quad: (Please attach) Requestor: Z - Regional Office
=l (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Z Z n Drainage Area: SSO troli S" Avg. Streamflow: �,0. G_
7Q10 : _ _ 3 a S ctS Winter 7Q10 : 2(O 3 c- 30Q2 :
Location of D.O.minimum (miles below outfall) : /- Slope:.
E Velocity (fps): - Kl (base e, per day, 200C): K2 (base e, per day, 200C): Z
0
0
CBS` 404Li
a�
v
V
s
Effluent
Characteristics
Monthly
Average
k;(
MaxComments
O
o/
SS
''
co
13
fY8
30- Ir
30.7
riginal Allocation
Revised Allocation
Confirmation
1
Prepared By:
Effluent
Characteristics
Monthly
Average
Va.r i
Comments
5
effEIV01115
[] .'— 6P l'f Cass f FI CA Z"/ o Al
G
1�date(s) of Revision(s)
1.r (Pease attach previous allocation)
Reviewed By:.� Date:
�SC��

For Appropriate Dischargers, list Complete Guideline limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
Comments
�0 3a�8
—55
s t
heKo�
S tt
dr-
0 1 C'c
Al-
0.8�
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
G `e—
D60
o C F Oc Y10.

REQUEST NO. : 568
**** * ************k* WASTELOAD Al_A.-OCATION APPROVAL. FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 328 CFS
DRAINAGE AREA
WASTEFLOW(S)
BOD-5
NH3-N
D.0♦
PH
FECAL COLIFORM
TSS
COD
SULFIDE
TOTAL CR
: CRANSTON PRINT WORKS
TEXTILE
: HENDERSON
ASHEVILLE
FRENCH BROAD R.
W7010 : 403
: 550 sa.MI
REQUESTOR
SUBBASIN :
CFS 3002 :
STREAM CLASS
R. BAIRD
040302
597 CFS
:A -II
RECOMMENDED EFFLUEOT t-IMITS
Mo„+ltfy
Mo. x. oa.ly
)tv p
Avs
(MGD)
:
^
2.
z.s
(MG/L)
:
(MG/L)
(SU)
:
6-
(/100ML):
($�D)
:
2741 . 2
5482 . 4
LBS/Il
:
13244
26488
LBS/D
:
30.
61.6
LBS/D
:
15.4
30.8
PHENOL': ARE WO LIMITEI► IF
WATERS ARE A -II:
0.085 MC/L. ( MONTHLY AVG.)
IF W 4TC—lZs Ri-::mn,W;
PN BPT �TeD=
303 �f Day CMax. 00.;/y Av��
O L4..
FACILITY IS : PROPOSED { ) EXISTING ( NEW ( )
LIMITS ARE REVISION CONFIRMATION { ) OF THOSE PREVIOUSLY I :SUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORYMODELING GROUP
REGIONAL SUPERVISOR �(�
PERMITS MANAGER
S'----------DATE
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mwRANnlm
TO: Forrest Westall, Head
Operations Branch
THROUGH:
FROM:
Roy M. Davis, Regional SL
Division of Environmental
Heath P. Dobson, Regional
Water Quality Section
Gary T. Tweed, P.E.
Environmental Engineer
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
March 9, 1983
SUBJECT: Proposed Reclassification of French Broad River
Over the past several months the Asheville Regional Office has discussed
with both Permits and Wasteload Allocations Staff the proposed reclassifica-
tion of the French Broad River to A -II and the effects this will have on dis-
charge limitations of facilities in the sub -basin. In order to properly dis-
cuss this matter at the public hearing on reclassification and with each
point source a review of allocations is necessary. Please review the follow-
ing facilities allocations with respect to the reclassification.
Faci 1 i ty Recei vi ng Stream Design Flow MGD Proposed A -I I Stream
CP&L French Broad
Cranston Print French Broad �.
Hendersonville Mud Creek
General Electric Bat Fork Creek+ 'Pi CL
Brevard Kings Creek O'K,
Olin French Broad
DuPont Little River -}(rt;v
U.S.F.S.-Lake
Powhatan Bent Creek
Bent Creek Sub-
division Wesley Creek
1.9
Yes
2.5
Yes
2.3
No
1.5
No
1.5
No
27.3
No
2.5
No
.015 No
0.10 No
The proposed point of water intake for Asheville is tentatively just
downstream of the confluence of Bent Creek with the French Broad River.
The upper limit of reclassification is tentatively N.C. Highway 191 Bridge
over the French Broad. It is already known that phenols will be an issue
at Cranston Print Works. The Staff will be obtaining data on phenol dis-
charges in the Basin from other major sources. Please provide this infor-
mation as soon as possible. You may wish to discuss this with Lloyd Tyler
with respect to the reclassification.
GTT/ mk d
cc: Lloyd Tyler

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FEBRUARV APRIL--
S M T W T F S S M T W T F S �/_ / D �u vs
1 2 3 4 5 1 2
6 7 8 9 10 11 12 3 4 5 6 7 8 9
13 14 15 16 17 18 19 10 11 12 13 14 15 16
20 21 22 23 24 25 26 17 18 19 20 21 22 23 H
27 28 24 25 26 27 28 29 30
F 3
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Friday, Mar. 25, 1983 84i281

French Broad River
04-03-02
Dispersion of Cranston Print Works Effluent
Introduction
The Intensive Survey crew of the Division of Environmental Management
conducted a dispersion study of Cranston Print Works effluent in a 4.2 mile
reach of the French Broad River on 10-31-79. This river reach is from the
confluence of Cane Creek and the river, to the Glenn Bridge (SR 3495-Buncombe
County). The study was requested by Roy Davis, the Regional Engineer of the
Division of Environmental Managements Asheville Regional Office, to assist
the City of Asheville in arriving at a decision regarding the location of a
raw water intake from the west side of the river at the Glenn Bridge.
Cranston Print Works outfall pipe discharges 2.1 MGD to the eastern
side of the river approximately 100 ft. upstream of the mouth of Cane Creek.
Cane Creek is a tributary that discharges an average flow of 81 cfs to the
eastern side of the river, 2800 ft. downstream of the Butler Bridge (SR 1345-
Henderson County). The outfall pipe extends out into the river approximately
five feet, and on the date of the study the top quarter of the pipe was
exposed. Six liters of a fluorescent dye, Rhodamine W.T. (20% solution or
200,000 ppm) was poured into the effluent at the end of the pipe at 0900. A
canoe was used to visually track the dye on the surface as it moved downstream,
in order to determine when the dye cloud dispersed laterally across the river.
This was noted at 0958 approximately 100 ft. downstream the Fanning Bridge
(SR 1419-Henderson County). Dye samples to run on a Turner Model III Fluoro-
meter were also taken at three points across the river at the Fanning Bridge
and the Glenn Bridge. The three points were left bank, middle, and right bank
looking upstream. The sampling points on the Fanning Bridge with the river
being 162 ft. wide were at 40.5 ft., 81 ft., and 121.5 ft., from left to right.
The sampling points on the Glenn Bridge with the river being 200 ft. wide were
at 50 ft., 100 Ft., and 150 ft., from left to right. The samples were taken at
a depth of one foot. Bottom samples were taken at the middle station and from
this data it was determined that the river was completely mixed vertically.
Results
Dye concentration curves for the Fanning Bridge (FB-I) and Glenn Bridge
(FB-2) stations are plotted in the attached figures. Extrapolating from the
mixing information obtained for this slug input of dye to the mixing characteristics
for the continuous input of the Cranston Print effluent can best be accomplished
by looking at the areas under the dye concentration curves from dye data obtained
at various points across the stream. This will give an indication of the relative

amounts of dye running through each section of the river and thus the relative
amounts of waste running through each section. The values found for these areas
under the dye concentration curves can be compared against what would be expected
under conditions of complete mixing. Under completely mixed conditions the dye
curve areas would be exactly equal, or we could sat that out of 100% total area,
each curve would contain 33.3 .
When the areas under the dye concentration curves are measured at the
Fanning Bridge station, the comparative values obtained at this station are 6O
of the dye at the left bank, 3 % in the middle, and 9% at the right bank. To
obtain a number value for mixing, it could be said that the waste would be
9°0/33.3% = 27% mixed at the right bank of the Fanning Bridge, or, put another
way, the waste concentration at Fanning Bridge would be 27% of the concentration
expected under complete mixing conditions. If the same procedure is used at the
Glenn Bridge, it is found that the left bank had 45% of the total, the middle 31%,
and the right bank 24% of the dye. Thus, mixing has increased to about 240/33.3% _
72% complete at the Glenn Bridge.
One may conclude that the concentration of Cranston Print waste in the
French Broad passing by the right bank at Glenn Bridge in approximately 72% of
the concentration which would be expected under complete mixing conditions. Note
that this mixing percentage would apply only at a river flow of 1678 cfs as
measured by the USGS gage on the French Broad River at Bent Creek. This was the
flow at the time of the study. The average discharge at this gage over the last
42 years is 1679 cfs.
Location Map - Figure #1
Time -of -Travel - Table #1
Fanning Bridge Dye Curve - Figure #2
Glenn Bridge Dye Curve - Figure #3
Dye Concentrations - Table #2
iq

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RANSTON PRINT WORKS
OUTFALL
,
` J , n,.�'r�� o� ) \\l, FIGURE #1 -

REACH: French Broad River from the confluence of Cane Creek to the Glenn Bridge
Sta.
No.
Location
Date
Peak
Time
Travel
Time,
hrs.
Cum.
Time,
hrs.
Veloc-
ity,
ft/sec.
Length,
mi.
Dist.
from
Injec-
tion,
mi.
Stream
Dis-
charge,
cfs
Slope
ft/mi.
Cranston Print Works
10/31/79
0900
FB-1
FB-1
FB-1
Right Bank
Fanninq Bridge-_
Fanning Bridge-
Middle
Fanning Bridge-
Left Bank
10/31/79
10/ 1
10/31/79
0954
0
095b
54 min
min
56 min
54 min
min
56 min
2.52
2.48
2.44
1.55
1.
1.55
1.55
1. 55
1.55
uw
J
FB-2
Glenn Bridge-
Ri ht Bank
10/31/79
1208
2hr 14min
3hr 8min
1.74
2.65
4.2
-2
Glenn Bridge-
Middle
10/31/79
1152
lhr 57min
2hr 52mih
1.99
2.65
4.2
FB-2
Glenn Bridge -
eft Bank
10/31/79
1208
2hr 12min
hr 8min
1.772.6
4.2
Bent Creek gage
10/31/79
1325
1678cfs

NO. 341 -M DIETZGEN GRAPH PAPER
MILLIMETER
DIETZGEN CORPORATION
MAD. IN U. N.A.
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NO. 341-M DIETZGEN GRAPH PAPER DIETZGEN CORPORATION
MILLIMETER ..De iN
M
W
C7
IL

Fanning Bank
Glenn Bridge
Fanning Bridge
Glenn Bridge
Peak Dye Concentrations
Left Bank
25.8 ppb•
9.4 ppb.
(64% decrease)
Middle
32 ppb.
10.7 ppb.
(67% decrease)
Total Dye Concentrations
(area under the dye curve)
Left Bank
5,593 ppb•
(60% of total)
3,861 ppb.
(45% of total)
Middle
2,956 ppb.
(31% of total)
2,643 ppb•
(31% of total)
Right Bank
13.6 ppb.
7.9 ppb•
(42% decrease)
Right Bank Total
824 ppb. 9,373 ppb.
(9% of total)
2,030 ppb. 8,534 ppb.
(249. of total)
TABLE #2