NCS000534_Email_20190508

Garcia, Lauren V
From: Elizabeth M. Wike <[e-mail]>
Sent: Wednesday, May 08, 2019 12:13 PM
To: Garcia, Lauren V
Cc: James R. Perez; Sharon S. Frost; Tony R. Freeman
Subject: RE: [External] DAK Americas Cedar Creek Site and CPR Stormwater Permits
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[e-mail]
Lauren,
Thank you.
Elizabeth Wike
Sr. Environmental Engineer
DAK Americas LLC
An Alpek Polyester Business"
1205 Culbreth Drive I Suite 200
Wilmington, NC 28405
Office: [phone]
Cell: [phone]
Fax: [phone]
[e-mail]
www.alpekpolvester.com
From: Garcia, Lauren V [mailto:[e-mail]]
Sent: Wednesday, May 08, 2019 12:12 PM
To: Elizabeth M. Wike
Subject: RE: [External] DAK Americas Cedar Creek Site and CPR Stormwater Permits
Hey Elizabeth,
As long as this information is updated in your SWPPP you should be covered. I would include the timeline you sent me in
your SWPPP as well. The permit actually does not refer to specific outfalls, it applies to all outfalls at the site (excluding
ones that are too dangerous to sample at). When the new outfall has been constructed, it will be covered under the
same requirements as the other outfalls.
Thanks!
Lauren
1

From: Elizabeth M. Wike <[e-mail]>
Sent: Tuesday, May 07, 2019 10:17 AM
To: Garcia, Lauren V <[e-mail]>
Cc: James R. Perez <[e-mail]>; Tony R. Freeman <[e-mail]>; Sharon S. Frost
<sfrost@AI pekPolyester.com>
Subject: FW: [External] DAK Americas Cedar Creek Site and CPR Stormwater Permits
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[e-mail]
Lauren,
Thank you for your responses below.
DAK would like to make one change to the application:
On the east end of the property, there is an area that eroded during Hurricane Florence. We would like to repair the
eroded area and establish a new Outfall. The new Outfall will be called E1. It will drain approximately 15 acres. I have
attached a revised Storm Sewer Site Plan and a description of the outfall. This outfall will be part of DAK's permit
(NCS000389). The area cannot be safely sampled right now. We are in the process of obtaining quotes to rework this
area. Because it cannot be sampled currently, and I am not sure of the exact timeline for the work to be done, I would
like to request that stormwater sampling for the new Outfall begin in January 2020.
DAK does not have any other comments on the either the CPR permit (NCS000534) or the Cedar Creek Site permit
(NCS000389) with the revisions you made on April 24.
If you have any questions please let me know.
Elizabeth Wike
Sr. Environmental Engineer
DAK Americas LLC
"An Alpek Polyester Business"
1205 Culbreth Drive I Suite 200
Wilmington, NC 28405
Office: [phone]
Cell: [phone]
Fax: [phone]
[e-mail]
www.alpekpolvester.com
From: Garcia, Lauren V[mailto:[e-mail]]
Sent: Wednesday, April 24, 2019 2:13 PM
To: Elizabeth M. Wike
Cc: James R. Perez; Tony R. Freeman; Sharon S. Frost
Subject: RE: [External] DAK Americas Cedar Creek Site and CPR Stormwater Permits
Good morning Elizabeth,

Thank you for sending me this monitoring information! Can you explain why outfalls 133, C, D, and E have no recorded
flow for 10 consecutive years? If this is really the case, you may want to contact DEMLR Regional Office Staff and ask
them to help you reevaluate whether these are actual outfalls.
To address the topics of our phone conversation on Tuesday:
1. 1 have revised the DAK America draft to exclude TSS. That monitoring parameter was not included in the 2010
permit and there is no reason to include it as a new parameter at this time.
2. 1 have attached our benchmark rationale and table. You made a really good catch with 1,4 Dioxane. I assumed
the 0.4 mg/l that was listed as the benchmark value in the old permit had just been revised to 0.73 mg/l in
2013. Since the receiving water for the permitted facility is a water supply, the concern is for chronic exposure
and the original value (0.4 mg/1) came from the EPA Drinking Water Standards and Health Advisories Table. I
have attached the 2018 edition and updated the permit to reflect this.
3. We don't have "fact sheets" for the permits, but I do have Staff Review and Evaluation Documents, which I have
been told are as close as we have to an equivalent. These are also attached.
4. Regarding the removal of BOD, with the limited monitoring data available and with the consistent elevation into
Tier II monitoring because of BOD benchmark exceedances in 132, it is extremely unlikely that a case can be
made to have this monitoring parameter removed from the permit. However, I am still in contact with the
DEMLR Regional Office Staff about this and can keep you updated with their decision.
Let me know if you have any other questions!
Thanks,
Lauren
From: Elizabeth M. Wike <[e-mail]>
Sent: Tuesday, April 23, 2019 5:25 PM
To: Garcia, Lauren V <[e-mail]>
Cc: James R. Perez <[e-mail]>; Tony R. Freeman <[e-mail]>; Sharon S. Frost
<sfrost@AI pekPolyester.com>
Subject: [External] DAK Americas Cedar Creek Site and CPR Stormwater Permits
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[e-mail]
Lauren,
Here are the analytical results for the stormwater permits for
1. DAK Americas Cedar Creek Site NCS000389
2. Clear Path Recycling NCS000534
If you need additional information please let me know.
Elizabeth Wike
Sr. Environmental Engineer
DAK Americas LLC
"An Alpek Polyester Business"
1205 Culbreth Drive I Suite 200
Wilmington, NC 28405

Office: [phone]
Cell: [phone]
Fax: [phone]
[e-mail]
www.alpekpolyester./com
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