NC0003719_Approval_20060309

NPDES DOCYHENT SCANNING: COVER SHEET
NPDES Permit:
NC0003719
Cedar Creek site WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Approval ,
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 9, 2006
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conitent on the reizerse side

Re: NPDES Permit No. NC0003719 DAK Americas Cedar Creek Pro...
Subject: Re: NPDES Permit No. NC0003719 DAK Americas Cedar Creek Proposed Sampling Plan for
Form 2C
From: Teresa Rodriguez <[e-mail]>
Date: Thu, 09 Mar 2006 09:34:12 -0500
To: "Elizabeth R. Martin" <[e-mail]>
Elizabeth, The sampling plan is acceptable. The request to to add outfall 003 to
permit NC0003719 should be made at the time of permit renewal.
If you have any questions, please let me know.
Teresa
Elizabeth R. Martin wrote:
Dear Ms. Rodriguez:
This is DAK Americas' proposed sampling plan for each outfall at the Cedar Creek
site as we discussed on the telephone on March 1st. Please let me know if this is
acceptable to DENR.
Thank you very much.
Elizabeth R. Martin
Environmental Engineer
Office: [phone]
Cell: [phone]
Fax: [phone]
DAK Americas LLC
3500 Daniels Road, N.E.
Leland, NC 28451
[e-mail]
Teresa Rodriguez, P.E.
Division of Water Quality
EAST NPDES Program
919-733-5083 ext. 553
1 of 1 3/9/2006 9:35 AM

DAK Americas
FIBERS, MONOMERS & RESINS
Ms. Teresa Rodriguez
Point Source Branch
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: EPA Form 2C Testing Requirements
DAK Resins, LLC
Cumberland County
NPDES Permit No. NC0003719
Dear Ms. Rodriguez:
DAK Americas LLC
3500 Daniels Road, N.E.
Leland, NC 28451
March 6, 2006
DAK Americas LLC Cedar Creek Site is preparing its NPDES permit renewal application.
Among the information that must be submitted is EPA Form 2C which requires extensive
analytical work to characterize the effluent and stormwater discharged from the site. The Cedar
Creek Site has a number of stormwater outfalls that only discharge stormwater and do not
discharge any water in dry weather. DAK Americas requests permission to sample two outfalls:
Outfall 001 which consists of stormwater from developed and undeveloped land throughout the
plant property including the plant process areas and water from the cooling tower blowdown and
Outfall 002 which consists of sanitary waste, treated process process waste from the utility
wastewater, cooling tower blowdown, boiler blowdown, steam condensate and sanitary and
treated process wastewater from DuPont Teijin Fi1msT"'. See Table 1 for a complete list of
outfalls and DAK's proposed sampling plan.
If you have any questions or need additional information, please do not hesitate to contact
me at [phone].
Sincerely,
Elizabeth R. Martin
Environmental Engineer
Attachment
cc: Penny Mahoney
Anthony Hudson, Cedar Creek
Donald Allbright, Cedar Creek
File: Cedar Creek

NPDES Permit No. NC0003719 DAK Americas Cedar Creek Propos...
Subject: NPDES Permit No. NC0003719 DAK Americas Cedar Creek Proposed Sampling Plan for
Form 2C
From: "Elizabeth R. Martin" <[e-mail]>
Date: Mon, 6 Mar 2006 16:12:32 -0500
To: teresa.rodriguez @ncmail.net
CC: Penny Mahoney <[e-mail]>, Donald R Allbright
<[e-mail]>, Anthony Hudson <[e-mail]>
Dear Ms. Rodriguez:
This is DAK Americas' proposed sampling plan for each ouffall at the Cedar Creek site as we discussed
on the telephone on March 1st. Please let me know if this is acceptable to DENR.
Thank you very much.
Elizabeth R. Martin
Environmental Engineer
Office: [phone]
CeII: [phone]
Fax: [phone]
DAK Americas LLC
3500 Daniels Road, N.E.
Leland, NC 28451
[e-mail]
CC Proposed Sampling Plan for Form 2C.doc Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 3/7/2006 8:15 AM

Table 1. DAK Americas LLC Cedar Creek Site
Outfalls
Outfall
Latitude
Longitude
Description
Receiving
Water
Dry Weather
Flow
Proposed Sampling for EPA
Form 2C
001
34°58"08'
78°46"58'
Stormwater from developed and undeveloped land
throughout the plant property including the plant
process areas and cooling tower blowdown..
Cape Fear River
Yes
Propose compositing sample
by collecting 4 grab samples at
manhole 001 (SW-001) at one -
hour intervals. Sample
location is in remote area
where power is not available
for an automatic sampler.
002
34° 58"08'
78°46"58'
Sanitary waste, treated process waste from the utility
wastewater, cooling tower blowdown, boiler
blowdown, steam condensate and sanitary and treated
process waste from DuPont Teijin Films.
Cape Fear River
Yes
Sample with automatic
sampler or as specified in the
directions to EPA Form 2-C
003
34° 59"02'
78°47"26'
Stormwater runoff from the DAK resins plant. This
outfall is currently permitted under NCS000389.
DAK Americas requests that DENR add this outfall
to the new permit and, if added to the new permit,
then to revoke NCS000389. This would consolidate
all stormwater outfalls and process wastewater
outfalls into one permit.
Cape Fear River
No
None. No discharge is
produced for storm events less
than four inches.
A
34°59"02'
78°46"40'
Stormwater runoff from the parking lot and paved
areas where the Monsanto facility formerly stood.
The outfall discharges onto a vegetative strip prior to
entering the waterway. The outfall discharges onto a
vegetative strip prior to -entering the waterway.
Cape Fear River
Small amount
of groundwater
infiltration
None
B 1
34°58"58'
78°46"39'
Stormwater from the paved roadway used for in -plant
transportation. The outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
No
None
01(
OK
o K
OK

Qutfall
Latitude
Longitude
Description
Receiving
Water
Dry Weather
Flow
Proposed Sampling for EPA
Form 2C
B2
34°58"56
78°46"38'
Stormwater from the paved roadway used for in -plant
transportation. The outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
Small amount
of groundwater
infiltration
None
B3
34°58"55'
78°46"38'
Stormwater from the paved roadway used for in -plant
transportation. The outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
No
None
C
34°58"54'
78°46"39'
Stormwater from the railroad spurs used to transport
materials. No unloading activities occur in this area.
Sheet flow only through a vegetated strip
Cape Fear River
No
None
D
34°58"54'
78°46"42'
Stormwater from railroad spurs used to transport
materials. No unloading activities occur in this area.
Sheet flow only through a vegetated strip
Cape Fear River
No
None
E
34°58"49'
78°46"42'
No industrial activity in this area. Area drains a
small paved area. The outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
No
None
F
34°58"42'
78°46"50'
Stormwater from developed and undeveloped land
throughout the plant property including process areas.
Overflow from SW001. The outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
Small amount
of overflow
from SW001
None
G
34°58"41'
78°46"50'
Stormwater from activities associated with
wastewater treatment basins, fuel oil storage and
paved roadways used for in -plant transportation The
outfall discharges onto a vegetative strip prior to
entering the waterway.
Cape Fear River
No
None
H
34°58"45'
78°47"05'
Stormwater from activities associated with the
wastewater treatment plant. Outfall discharges onto a
vegetative strip prior to entering the waterway.
Cape Fear River
No
None
Extensive sampling was conducted for all outfalls and submitted with the permit renewal application in 1992. Outfalls A through G indicated low levels or less than
detectable amounts of pollutants. Based on this documentation, the State decided that stormwater sampling would only be required from Outfall 001. For ease of
accessibility, this sample is taken from the manhole designated SW-1, which is immediately upstream from Outfall 001.