WQ0035089_Complete File - Historical_20190225

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WQ 00 3<0 801
CSx
How tomorrow moves
•• 90,
Mr. Matthew L. Adkins
Sr. Manager Environmental Remediation
February 25, 2019
Mr. Michael Rogers
UIC Program Manager
Underground Injection Control Program
NCDEQ
217 West Jones Street
Raleigh, NC 27603
Subiect : New Office Address
Dear Mr. Rogers:
351 Thornton Road, Suite 125
Lithia Springs, GA 30122
Phone: [phone]
Matt AdkinsaCSX.com
File: Rosindale Derailment Site
CSXT Project No. 9415467
Please be advised, as of March 1, 2019, my new office address and contact information will be:
Mr. Matt Adkins
Sr. Manager Environmental Remediation
1590 Marietta Blvd NW
Atlanta, GA 30318
Office: [phone]
matt adkinsAcsx.com
All future correspondence related to any project that I am the CSXT point of contact should be to my attention at
the new address listed above.
If you should have any questions or concerns, you may continue to contact me at [phone] until the end of
the month.
Sincerely,
x 4 t-JaL"L
Matthew L. Adkins
Sr. Manager Environmental Remediation
Cc: Mr. Jim Barber, NCDEQ DWR WQRO

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Monday, February 25, 2019 4:22 PM
To: Rogers, Michael; Barber, Jim
Cc: 'MMatt Adkins'
Subject: [External] CSXT Change of Address - CSX Rosindale Derailment Site (NONCD 0002776)
Attachments: CSXT Change of Address Letter_2019.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mr. Rogers,
Attached is the change of address letter for Mr. Matt Adkins at CSX Transportation, Inc. Future correspondence related
to the CSXT Rosindale Derailment Site (NONCD 0002776) should be sent to the new address listed. Please let me know if
you have any questions.
Kind regards,
Bonani
Bonani Langan, PE, RSM
Associate Project Manager ( Remediation Engineer
Direct: 919.765.9977
Mobile: [phone]
www.woodpic.com
wood
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorized use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
[e-mail] and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

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may hold other personal data about you such as identification information, CVs, financial information and information
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our privacy notice at https://www.woodplc.com/policies/privacy-notice

ROY COOPER
Governor
MICHAEL.5. REGAIN
Secretary
LINDA CULPEPPER
Director
Matt Adkins, Manager
Environmental Remediation
CSX Transportation
1590 Marietta Blvd. NW
Atlanta, GA 30318
NORTH CAROLINA
Environmental Quality
May 31, 2019
Subject: Permit Rescission Request
Non -Discharge Groundwater Remediation
Permit No. WQ0035089
CSX Rosindale Derailment Site
Rosindale, Bladen County, NC
Dear Mr. Adkins:
Reference is made to your request for rescission of the non -discharge groundwater remediation
permit referenced above. Staff from the Fayetteville Regional Office has agreed that a permit is
no longer required. Therefore, in accordance with your request, Permit WQ0035089 is rescinded,
effective immediately.
If in the future, you wish to operate a Non -Discharge Groundwater Remediation system, you must
first apply for and receive a new permit. Operating an injection system without a valid permit may
result in the assessment of civil penalties and/or the use of other enforcement mechanisms
available to the state. If it would be helpful to discuss this matter further, please do not hesitate to
call Michael Rogers at [phone].
Sincerely,
`l Linda Culpepper, Director
1. Division of Water Resources
cc: Fayetteville Regional Office - WQROS
Central Files - Permit No. WQ0035089
Bladen County Environmental Health Dept.
Or -
North Carolina Department of Environmental Quality I Division of Water Resources
N'pK% 512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9000

DIVISION OF WATER RESOURCES
AFOGPB
May 31, 2019
PERMIT RESCISSION MEMO
TO: Debra Watts
FROM: Michael Rogers &
RE: Permit Rescission Request for Permit WQ0035089
CSX Transportation
COMMENTS/OBSERVATIONS:
• I recommend that the above permit be rescinded. This is non -discharge system where GW was
removed, treated, and then re -injected via injection wells. The permit was originally issued in
2011 and expired in 2016. Another permit associated with this permit (WI0600060) was made
inactive in 2011. However, the injection wells were still active in BIMS. I made these wells
abandoned per the abandonment activities CSX/Wood Environmental did for WQ0035089.
• Injection wells have been abandoned and annual fees are paid to date (below).
REGIONAL OFFICE COMMENTS/OBSERVATIONS:
Jim Barber with Fayetteville approves the permit being rescinded. Refer to attachments.
Related Permits Wells Sites Comments History Insper�ons lnpdents Enforcements r Violations
Details 1 Details 2 Billing Class.lDesig. Events Reg. Activities Afiliations Reviewers
Permit i]0035089 Version: 1.0 Status: red ;gave
Facility ormerCSXT-RosindaleDerailment Site Billing Contact sxTrans poriationInc l Find Per... FindOrg... ttasnt...
County laden Address 1: sx Transportation lnc Tide:
Fee Category. Nondischarge major permit Address 2: 51 Thornton Rd Ste 125 Phone: O) 819-2849 Ext
Bill Month: '3 -March Orig Billed: 312812011 City: ithia Springs State: �A ZIP: 0122-
Normal Fast Track { 7 Express Review
Invoice Type
Period Year
Period Begin
Period End
Billing Month
Due Date
Invoice #
Amount
Paid
Balance
Status
'ermit Annual Fee
2019
03/0112019
0212M020
March
03109=19
2019PR001588
$1310 001
S1310.001
S0.00 I
Paid
'ermit Annual Fee
2018
03101/2018
02128I2019
March
03110/2018
2018PR001599
S1310.001$1310001$0of)
I
Paid
'ermitAnnual Fee
2017
03/01/2017
02128/2018
March
03109P2017
2017PR001340
$1310001
S1310.001$4.00
(Paid
3ermitAnnual Fee
2016
03101/2016
02J2812017
March
03106/2016
2016PR001540
$1310.001
$1310.001
$0.00 (Paid
=
3ermitAnnual Fee
2015
0310112015
0212812016
March
0310moI5
2015PR001556
$1310.001$1310.001$0.06
(Paid
'ermitAnnual Fee
2014
0310112014
1OZ2812015
March
0312012014
2"14PR001432
$1310.001
$1310.001$Q-00
Paid
'ermitAnnual Fee
2013
0310112013
02/28/2014
March
0310712013
2013PR001412
IS0.0a (Paid
'ermitAnnual Fee
12012
103f01J2012
02/2812013
IMarch
103108r2012
12012PROO1596
IlPaid
11

. Rogers, Michael
From: Barber, Jim
Sent: Monday, May 20, 2019 11:12 AM
To: Rogers, Michael
Cc: White, Kenneth B; Allen, Trent
Subject: FW: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit
Rescission Request - Injection Well Abandonment Summary
Attachments: CSX Rosindale Injection Well Abandonment Letter Report _051719.pdf, RE: CSX
Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request;
P3280007.JPG; P3280008.JPG; P3280009.JPG; P3280010.JPG
Michael;
The information provided by Bonani Langan in her letter dated 30 April 2019 is consistent with what Kent White and I
observed when we visited the CSX-Rosindale site on the afternoon of 28 March 2019. The site going forward appears to
be transitioning from row crop production to planted pines. The farmer/landowner has planted longleaf pine trees at
the site in lieu of returning the land to corn/wheat/soybean production that it is was in when the train derailment
occurred decades ago.
All injection wells have been abandoned and the monitoring well system is still in place to monitor groundwater going
forward under agreements that Wood/CSX have with the Division of Waste Management/Inactive Hazardous Sites
Branch/REC program.
I've attached a couple of photos taken during my site visit and they are consistent with the ones provided in the letter
dated 30 April 2019 from Bonani Langan. I've also attached the email sent to you last year (9 April 2018) with the permit
rescission request form for the site.
If you have any questions or need any information, please email me or give me a call.
Thanks
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
[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.
Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible
From: Langan, Bonani [mailto:[e-mail]]
Sent: Friday, May 17, 2019 3:37 PM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Thomas, Dianne
<[e-mail]>
Cc: 'MMatt Adkins' <[e-mail]>; Bennett, Jay <[e-mail]>

Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request - Injection
Well Abandonment Summary
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mike,
Attached is the Injection Well Abandonment Summary Report for the Rosindale Derailment Site (NONCD 0002776).
Please review the attached information and let me know if you need any additional information for rescission of the
non -discharge groundwater remediation permit, WQ0035089.
Thank you,
Bonani
Bonani Langan, PE, RSM
Associate Project Manager I Remediation Engineer
Direct: 919.765.9977
Mobile: [phone]
www.woodpic.com
wood
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorized use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribe(@woodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.
As a recipient of an email from a John Wood Group Plc company, your contact information will be on our systems and we
may hold other personal data about you such as identification information, CVs, financial information and information
contained in correspondence. For more information on our privacy practices and your data protection rights, please see
our privacy notice at https://www.woodpIc.com/policies/privacy-notice

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Permit Rescission Request Form
Information to be filled out by Central Office (CO):
Permit Number: WQ0035089
Permittee/Facility Name: CSX Rosindale Derailment Site
CO Staff Member: Michael Rogers
Date Rescission Requested: 3/8/18
Regional Office: FRO
County: Bladen
AEC WED/NCDEQ/DWR
APR 10 2018
Water Quality
Regional Operations Section
Received Original Request:
FX1Central
Office ERegional Office
Form of Received Request:
F-1
Letter
a
Signed Annual Fee Invoice
]Other
I X
Email
Comments/Notes: The above has requested the permit be rescinded. I am OK with this. The only
remaining requirement is for the injection wells be plugged and abandoned &A). Do you want to
observe the wells being abandoned? If so, contact them and go on -site to observe. If not reply with your
OK to rescind if this meets your approval and we will tell them to proceed. Thanks.
Information to be filled out by Reisional Office (RO):
Please Check Appropriately:
1-1 Site Visit Performed (Y or N). If any concerns indicate below.
FIRescind Permit Immediately (Y or N)
Reason for Approval:
Require Renewal with Suspended Actions
Recommended Actions to be Taken:
Do Not Rescind/Recommend Renewal
Reason for Denial:
Permit Rescission Request Form (3/21/18) Page 1

Permit Rescission Form
Information to be filled out by Central Office:
Permit Number: WQ0035089
Perm ittee/Facility Name: CSX Rosindale Derailment Site
Regional Office: FRO
County: Bladen
Date Rescission Requested: 8 March 2018 Letter with report from AMEC Foster Wheeler
Received Original Request: 1XI
Central Office FIRegional Office
Form of Received Request: Fx I Letter F1 Signed Annual Fee Invoice I X
]Other Email
Information to be filled out by Regional Office (RO):
Please Check Appropriately:
1—YSite Visit Performed (Y or N). If any concerns indicate below.
F—Y ]Rescind Permit Immediately (Y or N)
Reason for Approval: A site visit was made to the CSX-Rosindale site on 3 April 2018. No changes to
the site since my last visit in June 2017 for permit renewal.
In speaking with Bonani Langan prior to my April site visit she indicated that water used for injection
was being brought to the site to mix with injectants (emulsified vegetable oil) and not groundwater.
AMEC Foster Wheeler is waiting on final decision(s) from the REC pro am (DWM-Su on the
need for further idection/treatment in the near future if a No Further Action (NFA) letter is not issued
based on past injection activities.
All wells monitoring and injection appear to be fine with no visible damage. The site is currently fallow,
with no crops being grown. The site vegetation is volunteer grasses and small loblolly pines.
If future injection events are required AMEC will execute a injection well Notice of Intent (NOI) and
submit to the Division of approval.
Attached with this permit rescission request are maps of the site and general area. As noted in the permit
renewal application of 2017 there are two irrigation wells located to the west of the CSX site. The wells
are part of the Byrdfield Farms facility and the farm to the west of the CSX site is in a corn, soybean,
wheat rotation Corn is the only high -volume water user of the crops grown and typically the month of
June is the high -volume month for pumping The Fayetteville Regional Office has not received any
complaints from the farmer owners attributable to the CSX remediation activities over the years. This is
most likely due to the depth of the well screens (most likely in the Black Creek aquifer — see attached
cross-section) and the presence of several confining layers between the area of remediation. FRO intends
to sample the irrigation wells this summer when the irrigation season begins for typical parameters

(nutrients — nitrates/nitrites/TKN and metals) If anything unusual is detected; copies of the results will be
forwarded to central office and to DWM — REC.
❑ Require Renewal with Suspended Actions
Recommended Actions to be Taken:
❑ Do Not Rescind/Recommend
Print and Sign name of RO Inspector: —JlivlL
Date Certified: y (o h a
Return Completed and Signed Form to the WQROS UIC Section Central Office — THANKS!

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PIN:
124500913291
Owner Name:
LEWIS JAMES E JR ETUX
Owner Name 2:
Owner Address:
765 RICHARD SWITCH RD
DeedBook:
402
DeedPage:
001
Owner City:
CURRIE
Owner State:
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DeedYear:
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DeeclAcres:
106.84
Owner Zip:
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Map Acres:
106.84
Parcelld:
21498
OwnerAd:
765 RICHARD SWITCH RD
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CURRIE
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NC
OwnerZip:
28435
PID:
21498
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Rogers, Michael
From: Barber, Jim
Sent: Thursday, June 21, 2018 1:09 PM
To: Bennett, Jay; Rogers, Michael; Langan, Bonani; Stephens, Drew
Cc: Adkins, Matt; Watts, Debra; Shrestha, Shristi R
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
Mike;
I was in Clarkton on Tuesday and stopped by the CSX site. All wells, monitoring and injection, are still in place. I assume
that a final decision from DWM-IHSB or REC has not been rendered at this time.
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
iim.barber(a�ncdenr.gov
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.
`A Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible.
*******************
From: Bennett, Jay [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 11:11 AM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Stephens, Drew
<[e-mail]>
Cc: Adkins, Matt <[e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hi Michael-
Banani is out on vacation and back Monday. III follow up with her Monday on this item.
Thanks again -
Jay
Please note Amec Foster Wheelers new company brand is Wood. We are operating as Wood Environment &
Infrastructure Solutions, Inc.
Jay Bennett, PG, RSM

Senior Project Manager/Associate Hydrogeologist
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100, Durham, NC, 27703,USA
T 919.381.9345
M 919.819.2750
iay. bennettCc�woodPIc. com
www.woodpic.com
wood.
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 10:21 AM
To: Langan, Bonani <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
I am updating my rescission tracking spreadsheet and just wanted to know where you were on this project. Have the
wells been P&A and GW-30s sent? If so, I didn't get them.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Sunday, April 15, 2018 10:12 PM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
I— -
-
IRR External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
L= ;
Michael,
Thank you for your response. We are currently reviewing eligibility for site closure through risk based remediation and
obtaining the property owner's permission. Once we get property owner's consent and approval to proceed with the
process, we will move forward with abandoning the wells.
Kind regards,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, April 12, 2018 11:05 AM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, lay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hello -
The Central and Fayetteville Regional Offices have approved the closure plan for this site. Please move forward with
abandoning the injection wells and any other associated underground pipes, etc. After abandonment, please provide

GW-30s and any other documentation and photos. After receipt and review, we will then rescind this permit and send
letter.
If you have any questions or comments, please advise. Thank you for your cooperation.
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM
To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered Site
Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need for review
or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani[mailto:[e-mail]]
Sent: Monday, March 12, 2018 10:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
�® External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is aware
of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based remediation). I have
asked Drew to contact you to let you know that he is aware of the revised approach. Please let me know if you have any
other questions.
Thank you,
Bonani

From: Rogers, Michael[mailto:michael.rogers@ncdenr..gov]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <iay.ben [e-mail]>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone with the
group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
• 1 talked to my supervisor about the annual fees. They are not required for the upcoming reporting period since
you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks.
From: Langan, Bonani [mailto:[e-mail])
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
LRe --
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale Derailment
Site (NONCD 0002776). Please review the attached information and let us know if you have any question or need
additional information. I have also attached the permit fee renewal invoice for reference, please let me know if we need
to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.

All engineering and land surveying services. in North Carolina are offered/performed by Amec Foster Wheeler
Environment & Infrastructure, Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group, plc.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
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originating in the UK, Italy or France.

Permit Rescission Request Form
Information to be filled out by Central Office (CO):
Permit Number: WQ0035089
Permittee/Facility Name: CSX Rosindale Derailment Site
CO Staff Member: Michael Rogers
Date Rescission Requested: 3/8/18
Regional Office: FRO
County: Bladen
Received Original Request: FxCentral Office ❑Regional Office
Form of Received Request: F-1
Letter 1-1
Signed Annual Fee Invoice Fx
]Other Email
Comments/Notes: The above has requested the permit be rescinded. I am OK with this. The only
remaining requirement is for the injection wells be plugged and abandoned (P&A). Do you want to
observe the wells being abandoned? If so, contact them and go on -site to observe. If not, reply with your
OK to rescind if this meets your approval and we will tell them to proceed. Thanks.
Information to be filled out by Regional Office (RO):
Please Check Appropriately:
❑ Site Visit Performed (Y or N). If any concerns indicate below.
F-1 Rescind Permit Immediately (Y or N)
Reason for Approval:
❑ Require Renewal with Suspended Actions
Recommended Actions to be Taken:
❑ Do Not Rescind/Recommend Renewal
Reason for Denial:
Permit Rescission Request Form (3/21/18) Page I

Print and Sign name of RO Inspector:
Date Certified:
Return Completed and Signed Form to the WQROS UIC Section Central Office — THANKS!
Permit Rescission Request Form (3/21/18) Page 2

wood.
April 30, 2019
Mr. Michael Rogers
UIC Program Manager
Underground Injection Control Program
Division of Water Resources
North Carolina Department of Environmental Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
RE: Injection Well Abandonment Summary for Permit Rescission Request
CSXT Rosindale Derailment Site
Rosindale, Bladen County, North Carolina
Site ID No. NONCD 0002776
Groundwater Remediation Permit: WQ0035089
Dear Mr. Rogers:
On behalf of CSX Transportation, Inc. (CSXT), Wood Environment & Infrastructure Solutions, Inc. (Wood)
has prepared this letter to document the well abandonment activities performed at the CSX Rosindale
Derailment Site (Site) in order to rescind the Non -Discharge Groundwater Remediation Permit
(WQ0035089). The well abandonment activities were conducted per the closure requirements specified
in Title 15A of the North Carolina Administration Code (NCAC), subchapter 02T, Section 1608 (15A NCAC
02T .1608). As part of the Risk -Based Remediation site closure approach for the Site, the injection wells
associated with the full-scale groundwater remediation injection system were abandoned at the Site.
Groundwater remediation was performed at the Site in multiple phases, most recently in March 2014
and August 2016, by injecting emulsified vegetable oil (EVO) at a 2% EVO-water solution into the
subsurface via the injection well network. Groundwater performance monitoring results indicated that
the remedial efforts had reduced total chromium (Cr) concentrations in the release area to
concentrations within an order of magnitude of the NC 2L Groundwater Standard of 10 micrograms per
liter (pg/L). A Site closure plan pursuing the Risk -Based Remediation approach as a path to No Further
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone] r •
Licensure: NC Engineering F-1253 / NC Geology C-247

wood.
Injection Well Abandonment Summary
Rosindale Derailment Site
CSX Transportation, Inc.
April 2019
Action (NFA) was agreed upon after evaluation by Wood, the North Carolina Department of
Environmental Quality (NCDEQ) and the land owner.
Wood submitted a request to rescind the Non -Discharge Groundwater Remediation Permit
(WQ0035089) on March 8, 2018 (Attachment A). The request included the Construction Completion
Report (Amec Foster Wheeler, 2018) which documented the remediation activities and closure strategy
for the Site. The NCDEQ's Central and Fayetteville Regional Offices approved the Site closure plan and
permit rescission request on April 12, 2018 in an electronic -mail transmittal and indicated that the
injection wells could be abandoned. A total of 87 injection wells with total depths ranging from
approximately 15 to 25 feet below ground surface (bgs) were successfully abandoned on March 27th and
28th 2019 in accordance with 15A NCAC 02C .0240 Abandonment and Change -of -Status of Wells. The
wells were abandoned by Regional Probing Services, a North Carolina licensed well driller. All
groundwater monitoring wells were left in place until final approval of Risk -Based Remediation as a Site
closure strategy is obtained from the NCDEQ; the monitoring wells will be abandoned at a future date.
Injection wells were tremie-filled from the bottom up using a pre -mixed mixture of neat cement
(Portland cement) and grouting bentonite and raised slowly until all stagnant water was displaced and
the grout mixture filled the entire vertical length of the casing to the surface. Upon completion of
grouting, the grout mixture was allowed to cure. The well materials including casing and screen were
removed with the use of an excavator or using hand tools. In most instances, all the well materials were
removed from the ground, unless broken during extraction. At the remaining wells, the ground around
the well was excavated to expose the casing, and the casing was cut with a hand saw to approximately
2 feet bgs. After the wells were abandoned, the excavation areas were regraded to match the adjacent
surface. The well materials extracted were removed from the site and disposed of as non -hazardous
waste.
The approximate locations of the injection wells abandoned and the locations of the existing monitoring
well network are shown on the site plan and well location map included in Attachment B. Well
abandonment records have been submitted to the NCDEQ by the licensed drilling contractor and are
included in Attachment C. A photo log that documents and describes on -site well abandonment
activities is included in Attachment D. The required Registered Environmental Consultant (REC)
Certification Forms are included in Attachment E.
2

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Friday, May 17, 2019 3:37 PM
To: Rogers, Michael; Barber, Jim; Thomas, Dianne
Cc: 'MMatt Adkins'; Bennett, Jay
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit
Rescission Request - Injection Well Abandonment Summary
Attachments: CSX Rosindale Injection Well Abandonment Letter Report_051719.pdf
-- -
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mike,
Attached is the Injection Well Abandonment Summary Report for the Rosindale Derailment Site (NONCD 0002776).
Please review the attached information and let me know if you need any additional information for rescission of the
non -discharge groundwater remediation permit, WQ0035089.
Thank you,
Bonani
Bonani Langan, PE, RSM
Associate Project Manager
Direct: 919.765.9977
Mobile: [phone]
www.woodpic.com
wood
Remediation Engineer
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorized use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
[e-mail] and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

As a recipient of an email from a John Wood Group Plc company, your contact information will be on our systems and we
may hold other personal data about you such as identification information, CVs, financial information and information
contained in correspondence. For more information on our privacy practices and your data protection rights, please see
our privacy notice at https://www.woodplc.com/policies/privacy-notice

Attachment A
UIC Permit Rescission Request and NCDEQ Approval
wood.
11

wood.
Injection Well Abandonment Summary
Rosindole Derailment Site
CSX Transportation, Inc.
April 2019
Should you have any questions, please feel free to contact Bonani Langan at 919-765-9977.
Respectfully,
Wood Environment & Infrastructure Solutions, Inc.
Bonani Langan, P.E., RSM
Associate Project Manager
Cc: Mr. Matt Adkins - CSX Transportation, Inc.
Attachments
Jay Bennett, PG, RSM
Associate Hydrogeologist

1.
amec
foster
wheeler
March 8, 2018
Underground Injection Control Program
Division of Water Resources
North Carolina Department of Environmental Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject: NON -DISCHARGE GROUNDWATER REMEDIATION PERMIT
RESCISSION REQUEST
CSXT - ROSINDALE DERAILMENT
ROSINDALE, BLADEN COUNTY, NORTH CAROLINA
PERMIT NUMBER: WQ0035089
INCIDENT NUMBER: NONCD 0002776
Dear Mr. Rogers:
This letter has been prepared in response to the Notice of Expiration (NOE) letter dated January 16,
2018. On behalf of CSX Transportation, Inc. (CSXT), Amec Foster Wheeler Environment &
Infrastructure, Inc. (Amec Foster Wheeler) is requesting rescission of the Non -Discharge
Groundwater Remediation Permit (WO0035089). Attached is the Construction Completion Report
Addendum and Site Closure Plan (Amec Foster Wheeler, 2018) prepared under the Inactive
Hazardous Sites Branch (IHSB) Recognized Environmental Consultant (REC) Program to document
completion of remediation activities at the Rosindale Derailment Site (NONCD 0002776). Based on
the reduction in groundwater concentrations in response to multiple injections of emulsified vegetable
oil (EVO), Amec Foster Wheeler has recommended that the groundwater remediation system
consisting of injection wells be closed and site closure be pursued through Risk -Based Remediation.
During the evaluation of this site closure process, we will review reinstating the expired permit
W10600060, if needed, for in -situ remediation activities in the event that the system needs to be
reinstated.
Following eligibility determination and concurrence from the REC Program to pursue risk -based
closure, the injection wells will be abandoned in accordance with 15A NCAC 02C .0240 and 2T .1608
Requirements for Closure. Please review the attached report and closure plan. Should you have any
questions or need additional information, please do not hesitate to contact me at [phone].
Respectfully Submitted,
Amec Foster Wheeler Environment & Infrastructure, Inc.
S51
Bonani Langan, PE, RSM J y Bennett, PG, RSM
Senior Project Manager Associate Hydrogeologist
Cc: Mr. Matt Adkins - CSX Transportation, Inc.
Attachments
Amec Foster Wheeler Environment & Infrastructure, Inc. Tel — [phone]
4021 Stirrup Creek Drive, Suite 100 Fax—[phone]
Durham, NC 27703 www.amecfw.com
Licensure: NC Engineering F-1253, NC Geology C-247

wood.
Attachment B
Site Plan and Well Location Map

•
,
Legend
New Injacdon MR Neat
�. E.,01 np.wnMl-
N Extraction Wel
,. :..
•. Injection Wei Nest
• mdal SuAquifer Well
- -
Deep Sumcial Aquifer Well
- -
�
OFormer Ezcavetlon Area
pp
—,o, nounda
L ;ADFro. n ie Traal MA— }
aE
I
TITLE:
CLIENT: r ^�v
IL
Attachment
Ames Foster Wheeler
Environment & Infrastructure, Inc.
.,'
SITE PLAN AND WELL LOCATION MAP
Wsa
SITE:
4021 Stirrup Creek Drive, Suite 100
amec
DATE: 1=7=17 SCALE: 17•80' Mtlxl.: suaoeosz
DR: S. Lavtre
CHK: S. L-pn
Durham, NC 27703
foster
CSX ROSINDALE DERAILMENT SITE
LOCATION:"`,'^'"
(919)381_99W
h
ROSINDALE,NORTH CAROLINA

wood.
Attachment C
Well Abandonment Records

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Lawrence D. Opper
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC 3322-A
NC Well Contractor Certification Number
Regional Probing Services
Company Name
2. Well Construction Permit #: WQ0035089
List all applicable well construction permits (i.e. County, State, Variance, etc.) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Coohng Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑ Irrieation
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
0
*Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑ Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: 3/27/2019-3/28/2019
5a. Well location:
CSX Transportation, Inc.
Facility/Owner Name Facility ID# (ifapplicable)
Rosindale Derailment Site, Rosindale, NC 284
Physical Address, City, and Zip
Bladen
County Parcel Identification No. (PiN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one Ial long is sufficient)
34.434780 N 78.504932 W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non -water supply
wells ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#: shallow Injection Wells
6b. Total well depth: 15 (ft.)
6c. Borehole diameter: well dia: 2 _(ill.)
6d. Water level below ground surface: approx 2 (fk)
6e. Outer casing length (if known): (ft.)
6f. inner casing/tubing length (if knoNcn): 10 (ft.)
6g. Screen length (if known): 5 (ft.)
For interval Use ONLY:
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 44
For multiple injection or non -water supply wells ONLY with the same
construction/abandonment, you can submit one form.
7b. Approximate volume of water remaining in well(s): 0 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
* Neat Cement Grout
❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
Grout: 2.6 gallons/ well
7g. Provide a brief description of the abandonment procedure:
Tremie filled from bottom -up. Excavated and removed at least 2 ft of well casing
below land surface at each well.
8. Certification:
Lawrence Oppera� 3/29/2019
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C . 0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Sum* At Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
where abandoned.
Form G W-30 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised March 2013

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Lawrence D. Opper
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC 3322-A
NC Well Contractor Certification Number
Regional Probing Services
Company Name
2. Well Construction Permit #: WQ0035089
List all applicable well construction permits (i.e. County, State, Variance, etc.) ifknown
3. Well use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
OMonitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
El Experimental Technology
❑Geothemtal (Closed Loop)
❑Geothermal (Heating/Cooling
El Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: 3/27/2019-3/28/2019
5a. Well location:
CSX Transportation, Inc.
Facility/Owner Name Facility ID# (if applicable)
Rosindale Derailment Site, Rosindale, NC 284
Physical Address, City, and Zip
Bladen
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
34.434780 N 78.504932
CONSTRUCTION DETAILS OF WELLIS) BEING ABANDONED
For Internal Use ONLY:
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 43
For multiple injection or non -water supply wells ONLY with the same
construction/abandonment, you can submit one form.
7b. Approximate volume of water remaining in well(s): 0 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
[71 Neat Cement Grout
❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
Grout: 4.5 gallons/ well
7g. Provide a brief description of the abandonment procedure:
Tremie filled from bottom -up. Excavated and removed at least 2 ft of well casing
below land surface at each well.
8. Certification:
Lawrence Opper 3/29/2019
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment details. You may also attach additional pages if necessary.
Attach well construction record(s) if available. For multiple injection or non -water supply
wells ONLY with the same constructionlabandonment, you can submit one form.
6a. Well ID#: Deep Injection Wells
6b. Total well depth: 25 (ft.)
6c. Borehole diameter: well d-ia: 2 (ill.)
6d. Water level below ground surface: approx 2
6e. Outer casing length (if known):
6f. Inner casing/tubing length (if known): 15 (ft.)
6g. Screen length (if known): 10 (ft.)
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
where abandoned.
Form GW-30 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised March 2013

wood.
Attachment D
Photo Log

CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
wood.
PHOTO 1:
Typical injection well
tremie-filled with a
Portland cement /
bentonite slurry from
the bottom up.
PHOTO 2:
Typical evidence of
completion of grouting
at injection well
locations.

CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
wood.
PHOTO 3:
Overall view facing
west after the majority
of injection wells were
grouted.
PHOTO 4:
Partial view facing
north, during cross-
check of grouted wells.
(.... 40

wood.
CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
PHOTO 5:
Hand digging greater
than 2' bgs - injection
well pairs to south of
railroad tracks after
hand grouting using a
tremie-pipe.
PHOTO 6:
Hand digging greater
than 2' bgs - injection
well pairs to south of
railroad tracks after
hand grouting using a
tremie-pipe.
I

CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
wood.
PHOTO 7:
Extraction of injection
well piping greater than
2' bgs using mini -
excavator.
PHOTO 8:
Extraction of injection
well piping greater than
2' bgs using mini -
excavator.

CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
wood.
PHOTO 9:
Photo evidence of
typical excavation
greater than 2' bgs if
grout -filled pipe was
not fully extracted.
PHOTO 10:
Partial view facing
north to north east of
the Site after
completion of injection
well abandonment
activities.

CSX Rosindale Derailment Site
Injection Well Abandonment
Photographs Taken March 27-28, 2019
wood.
PHOTO 11:
Partial view facing west
to northeast after
completion of injection
well abandonment
activities.
PHOTO 12:
Partial view facing west
parallel to railroad
tracks after completion
of injection well
abandonment
activities.
c",

wood.
Attachment E
REC Certification Forms

REC PROGRAM DOCUMENT CERTIFICATION FORM - PAGE I OF 2
IHSB SITE NAME CSX Rosindale Derailment Site (NONCD (
DATE & NAME OF DOCUMENT April2019 Iniection Well Ab,
TYPE OF SUBMITTAL (circle all that apply ):Work plan, Work Phz
REMEDIATING PARTY DOCUMENT CERTIFICATION STATEMENT (.0306(B)(2))
tge
"I certify under penalty of law that I have personally examined and am familiar with the infonnation contained in this
submittal, including any and all documents accompanying this certification, and that, based on my inquiry of those
individuals immediately responsible for obtaining the information, the material and information contained herein is,
to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties
for willfully submitting false, inaccurate or incomplete information."
Matthew L. Adkin;
Name o ARemeating Pam'Signaturiating Pa Irate
NOTARIZATION
G-116 (tinter State)
Cobb COUNTY
1, Qt L1(�:jU JW(5- , a Notary Public of said County and State, do hereby certify that
�M pj j k�jtju MKi A)S did personally appear and sign before me this day, produced proper identification
in the form of lV:odY 4.lCc NS` , was duly sworn or affirmed, and declared that, to the best of his or her
knowledge and belief, after thorough investigation, the information contained in the above certification is true and
accurate, and he or she then signed this Certification in my presence.
WITNESS my hand and official seal this 1�_ day of _ _____•
(OFFICIAL SEAL)
Notary Public (signature)
My commission expires: U -U:.^ 2-2---
Uoc•trntem C'erlifrcalion 1•1orin No. IX' - I
(Revised 8 11)
r�v�. .01a •9 •��S P i#10
i AUB��G,.00
I�O�•••�O ul y
•COV(A—

REC PROGRAM DOCUMENT CERTIFICATION FORM - PAGE 2 OF 2
IHSB SITE NAME CSX Rosindale Derailment Site (NONCD 00027760)
DATE & NAME OF DOCUMENT April 2019 Iniection Well Abandonment Summary
TYPE OF SUBMITTAL (circle all that apply). a rt, Work plan, Work Phase Comp. Statement, Schedule Change
REGISTERED SITE MANAGER CERTIFICATION OF SIGNATURES
As the Registered Environmental Consultant for the Site for which this filing is made, I certify that the signatures included
herewith are genuine and authentic original handwritten signatures and/or true, accurate, and complete copies of the genuine and
authentic original handwritten signatures of the persons who purport to sign for this filing. I further certify that I have collected
through reliable means the originals and/or copies of said signatures from the persons authorized to sign for this filing who, in
fact, signed the originals thereof. Those persons and I understand and agree that any copies of signatures have tite same legally
binding effect as original handwritten signatures, and 1 certify that any person for whom I am submitting a copy of their signature
has provided me with their express consent to submit said copy. Additionally, I certify that I am authorized to attest to the
genuineness and authenticity of the signatures, both originals and any copies, being submitted herewith and that by signing
below, I do in fact attest to the genuineness and authenticity of all the signatures, both originals and copies, being submitted for
this filing.
James A. Bennett
Name of Registered Site Manager
IV j--17 -1`r
SignatureARgistered Site Manager Date
REGISTERED SITE MANAGER DOCUMENT CERTIFICATION STATEMENT (.0306(b)(1))
"I certify under penalty of law that I am personally familiar with the information contained in this submittal, including any and
all supporting documents accompanying this certification, and that the material and information contained herein is, to the best of
my knowledge and belief, trite, accurate and complete and complies with the Inactive Hazardous Sites Response Act N.C.G.S.
130A-310, et seq, and the remedial action program Rules 15A NCAC 13C .0300. 1 am aware that there are significant penalties
for willfully submitting false, inaccurate or incomplete information."
James A. Bennett
Name of Registered Site Manager
61 S-r 7-�
ignature o egistered Site Manager Date
NOTARIZATION
('ior't- Cp.i.t;^A (Enter State)
D'Or1.wa.. COUNTY
1, J,,.,'.+,- F . C.11'.As , a Notary Public of said County and State, do hereby certify that
5.. "es A • 13 a^^ vit did personally appear and sigh before me this day, produced proper
identification in the form of we Di,vt. , was duly sworn or affirmed, and declared that, he or she is the
duly authorized environmental consultant of the remediating party of the property referenced above and that, to the best
of his or her knowledge and belief, after thorough investigation, the information contained in the above certifications is
true and accurate, and he or she then signed these Certifications in my presence.
WITNESS my hand and official seal this VA day of M*j Ae19
C.»J� (OFFICIAL SEAL)
Public (signature)
My commission expires: et az Z,o1Q Juanita F. Collins
Notary Public
Document Certification Farm No. DC - H County of Durham, NO
(Revised 8111)

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Friday, May 31, 2019 12:35 PM
To: Rogers, Michael; Barber, Jim; Thomas, Dianne
Cc: 'MMatt Adkins'; Bennett, Jay
Subject: RE: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit
Rescission Request - Injection Well Abandonment Summary
•
Mike,
The letter can be sent to Matt Adkins at the following address:
MMatt Adkins
CSX Transportation Inc
Manager. Enteironmwal Remediat,on
1404) 350.5135 Work..
^.att Adlans*CSKeom
CSX Transportation
1590 Manena 81A NW
Atlanta G4 30318
Thank you,
Bonani
From: Rogers, Michael <[e-mail]>
Sent: Friday, May 31, 2019 12:31 PM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Thomas, Dianne
<[e-mail]>
Cc: 'MMatt Adkins' <[e-mail]>; Bennett, lay <[e-mail]>
Subject: RE: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request -
Injection Well Abandonment Summary
Can you give the name and address to send the rescission approval letter with CSX. Thanks.
From: Langan, Bonani[mailto:[e-mail]]
Sent: Friday, May 17, 2019 3:37 PM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Thomas, Dianne
<[e-mail]>
Cc: 'MMatt Adkins' <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request - Injection
Well Abandonment Summary
I— -
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mike,

Attached is the Injection Well Abandonment Summary Report for the Rosindale Derailment Site (NONCD 0002776).
Please review the attached information and let me know if you need any additional information for rescission of the
non -discharge groundwater remediation permit, WQ0035089.
Thank you,
Bonani
Bonani Langan, PE, RSM
Associate Project Manager I Remediation Engineer
Direct: 919.765.9977
Mobile: [phone]
www.woodpic.com
wood.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
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Rogers, Michael
From: Rogers, Michael
Sent: Tuesday, March 5, 2019 1:21 PM
To: 'Langan, Bonani'; Adkins, Matt; Barber, Jim
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
10-4.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Tuesday, March 5, 2019 1:18 PM
To: Rogers, Michael <[e-mail]>; Adkins, Matt <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Mike,
Thank you for the information. I will contact Mr. Pope to get a copy of last year's invoice. Jim Barber and I spoke briefly
this morning, and I let him know that we are waiting on confirmation of schedule from our driller for abandonment of
the injection wells over the last week of March (March 27 — 29).
Thank you,
Bonani
From: Rogers, Michael <[e-mail]>
Sent: Tuesday, March 05, 2019 12:43 PM
To: Adkins, Matt <Matt [e-mail]>; Langan, Bonani <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Also, there are overdue annual fees for this permit ($1310) and another annual fee of $1320 will be due by March
9. These will be need to be paid before we can close out this permit.
For info on these dues contact:
Antoine Pope
Accounting Cleit IR'aterResources
North Carolina Department of En-siraunent Quality
919.707.3698 (Office)
Antoate .PopeC ncdenr.go,%•

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From: Adkins, Matt [mailto:Matt [e-mail]]
Sent: Tuesday, February 26, 2019 2:41 PM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Ok... thanks. We will get it scheduled.
From: Rogers, Michael <[e-mail]>
Sent: Tuesday, February 26, 2019 2:02 PM
To: Adkins, Matt <Matt [e-mail]>; Langan, Bonani <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Yes, the wells abandoned and any other associated appurtenances to the remediation system removed such there is no
possibility of surface water being introduced to the subsurface.
From: Adkins, Matt [mailto:Matt [e-mail]]
Sent: Tuesday, February 26, 2019 1:57 PM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
• " External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ci
Mr. Rogers,

Excuse me for not knowing this, but is the issue here simply getting the wells abandoned? If so, we'll make it
happen. Thanks.
Matthew L Adkins, CHMM I Sr. Mgr. Environmental Remediation 1 351 Thornton Rd Suite 125 Lithia Springs, GA
30122 1 [phone] (office) 1 [phone] (fax)
From: Rogers, Michael <[e-mail]>
Sent: Tuesday, February 26, 2019 1:38 PM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Please expedite as I am trying to resolve without going through a formal Notice of Violation. It's been almost a year
since we started this permit rescission and closure process.
Thanks.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Tuesday, February 26, 2019 11:35 AM
To: Barber, Jim <[e-mail]>; Rogers, Michael <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Hi Jim & Michael,
We have submitting our eligibility documents to CSX for review and will send to NCDEQ as soon as we get client
approval. I will send more updates as we receive them.
Bonani
From: Barber, Jim <[e-mail]>
Sent: Tuesday, February 26, 2019 10:29 AM
To: Rogers, Michael <[e-mail]>
Cc: Langan, Bonani <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike;
Haven't heard anything in several months. My guess is that they are still working/waiting on IHSB for final approval to
abandon most or all of the injection wells and monitoring wells. Based on the number of wells to abandon, there will
need to be coordination with a certified driller to have all of the material needed (water, bentonite, etc.) to abandon or
DWM-IHSB may require reaming the holes and filling completely which will require mobilization of a drill rig. Attached is
the last email I have in the CSX folder addressing this issue.

Bonani;
How goes it?
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
[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.
Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible
From: Rogers, Michael
Sent: Tuesday, February 26, 2019 9:29 AM
To: Barber, Jim <[e-mail]>
Subject: FW: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Did they ever follow up with you on closing these wells?
From: Rogers, Michael
Sent: Wednesday, September 19, 2018 9:26 AM
To: 'Langan, Bonani' <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<iay.ben [e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
OK, thanks.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Wednesday, September 19, 2018 8:57 AM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<iay.ben [e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike,
We received the signed consent from the property owner and are now ready to proceed with the risk based process. We
are currently preparing the eligibility documents to submit to NCDEQ. I did reach out to Jim Barber to discuss the most
efficient way to abandon the wells and we worked through that process. Following concurrence from NCDEQ, we will
schedule the injection well abandonment and coordinate with Jim. I'll continue to provide updates as we move through
the process.

Kind regards,
Bonani
From: Rogers, Michael <[e-mail]>
Sent: Tuesday, September 18, 2018 10:10 AM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani-
I have not heard anything since June on the status.
From: Langan, Bonani [mailto: bona [e-mail]]
Sent: Monday, June 25, 2018 4:09 PM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Thanks, Mike. We will keep you updated on the status of the site.
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Monday, June 25, 2018 3:35 PM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Waiting on final decision from DWM before closing wells is OK. Also, for your info, if the DWM wanted some monitoring
wells to remain for monitoring, that would be OK. We would need to be advised of this.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, June 25, 2018 2:21 PM
To: Barber, Jim <[e-mail]>; Bennett, Jay <[e-mail]>; Rogers, Michael
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request

Mike,
Before we proceeded with well abandonment, we wanted to confirm that the property owner would sign the Property
Owner Consent form to allow us to proceed with Risk Based Remediation as a Site closure strategy. The property owner
has signed the consent form and is in the process of returning that to us so we will be pursuing this closure strategy.
We would like to leave the wells in place until we get concurrence from NCDEQ to proceed with this option. At that
time, we will move forward with well abandonment and submission on the required documentation. Please let me
know if this is acceptable.
Thanks,
Bonani
From: Barber, Jim [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 1:09 PM
To: Bennett, Jay <[e-mail]>; Rogers, Michael <[e-mail]>; Langan, Bonani
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike;
I was in Clarkton on Tuesday and stopped by the CSX site. All wells, monitoring and injection, are still in place. I assume
that a final decision from DWM-IHSB or REC has not been rendered at this time.
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
iim.barber(5_)ncdenr.gov
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.
`,j Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible.
*******************
From: Bennett, Jay[mailto:[e-mail]]
Sent: Thursday, June 21, 2018 11:11 AM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Stephens, Drew
<[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request

Hi Michael-
Banani is out on vacation and back Monday. III follow up with her Monday on this item.
Thanks again -
Jay
Please note Amec Foster Wheelers new company brand is Wood. We are operating as Wood Environment &
Infrastructure Solutions, Inc.
Jay Bennett, PG, RSM
Senior Project Manager/Associate Hydrogeologist
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100, Durham, NC, 27703,USA
T 919.381.9345
M 919.819.2750
a ay.bennett(cDwoodplc.com
www.woodplc.com
wood
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 10:21 AM
To: Langan, Bonani <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
I am updating my rescission tracking spreadsheet and just wanted to know where you were on this project. Have the
wells been P&A and GW-30s sent? If so, I didn't get them.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Sunday, April 15, 2018 10:12 PM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Thank you for your response. We are currently reviewing eligibility for site closure through risk based remediation and
obtaining the property owner's permission. Once we get property owner's consent and approval to proceed with the
process, we will move forward with abandoning the wells.
Kind regards,

Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, April 12, 2018 11:05 AM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hello -
The Central and Fayetteville Regional Offices have approved the closure plan for this site. Please move forward with
abandoning the injection wells and any other associated underground pipes, etc. After abandonment, please provide
GW-30s and any other documentation and photos. After receipt and review, we will then rescind this permit and send
letter.
If you have any questions or comments, please advise. Thank you for your cooperation.
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM
To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, lay <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered Site
Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need for review
or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, March 12, 2018 10:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request

• ernal eri' D. Do notTiick links or open attachmTnts uniessTerifiAW.d all suspicious emai�s an attachment to
am
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is aware
of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based remediation). I have
asked Drew to contact you to let you know that he is aware of the revised approach. Please let me know if you have any
other questions.
Thank you,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <may.ben nett @woodplc.com>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone with the
group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
• 1 talked to my supervisor about the annual fees. They are not required for the upcoming reporting period since
you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale Derailment
Site (NONCD 0002776). Please review the attached information and let us know if you have any question or need
additional information. I have also attached the permit fee renewal invoice for reference, please let me know if we need
to follow up with the invoice since we will not be renewing the permit.

,
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.
All engineering and land surveying services, in North Carolina, are offered/performed by Amec Foster Wheeler
Environment & Infrastructure, Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group, plc.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribe(cDwoodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.
This email transmission and any accompanying attachments may contain CSX privileged and confidential
information intended only for the use of the intended addressee. Any dissemination, distribution, copying or
action taken in reliance on the contents of this email by anyone other than the intended recipient is strictly
prohibited. If you have received this email in error please immediately delete it and notify sender at the above
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of this email.
10

Rogers, Michael
From: Rogers, Michael
Sent: Wednesday, September 19, 2018 9:26 AM
To: 'Langan, Bonani'; Barber, Jim; Bennett, Jay; Stephens, Drew
Cc: Adkins, Matt; Watts, Debra; Shrestha, Shristi R
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
OK, thanks.
From: Langan, Bonani [mailto:bona [e-mail]]
Sent: Wednesday, September 19, 2018 8:57 AM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<jay.ben nett @woodplc.com>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <[e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<shristi.shrestha @ncdenr.gov>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike,
We received the signed consent from the property owner and are now ready to proceed with the risk based process. We
are currently preparing the eligibility documents to submit to NCDEQ. I did reach out to Jim Barber to discuss the most
efficient way to abandon the wells and we worked through that process. Following concurrence from NCDEQ, we will
schedule the injection well abandonment and coordinate with Jim. I'll continue to provide updates as we move through
the process.
Kind regards,
Bonani
From: Rogers, Michael <[e-mail]>
Sent: Tuesday, September 18, 2018 10:10 AM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani-
I have not heard anything since June on the status.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, June 25, 2018 4:09 PM
To: Rogers, Michael <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<][e-mail]>; Stephens, Drew <[e-mail]>

Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Thanks, Mike. We will keep you updated on the status of the site.
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Monday, June 25, 2018 3:35 PM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, lay
<iay.ben nett @woodplc.com>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Waiting on final decision from DWM before closing wells is OK. Also, for your info, if the DWM wanted some monitoring
wells to remain for monitoring, that would be OK. We would need to be advised of this.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, June 25, 2018 2:21 PM
To: Barber, Jim <[e-mail]>; Bennett, Jay <[e-mail]>; Rogers, Michael
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike,
Before we proceeded with well abandonment, we wanted to confirm that the property owner would sign the Property
Owner Consent form to allow us to proceed with Risk Based Remediation as a Site closure strategy. The property owner
has signed the consent form and is in the process of returning that to us so we will be pursuing this closure strategy.
We would like to leave the wells in place until we get concurrence from NCDEQ to proceed with this option. At that
time, we will move forward with well abandonment and submission on the required documentation. Please let me
know if this is acceptable.
Thanks,
Bonani
From: Barber, Jim [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 1:09 PM
To: Bennett, lay <]ay.ben nett@wood plc.com>; Rogers, Michael <[e-mail]>; Langan, Bonani
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R

<shristi.shrestha CED ncdenr.gov>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike;
I was in Clarkton on Tuesday and stopped by the CSX site. All wells, monitoring and injection, are still in place. I assume
that a final decision from DWM-IHSB or REC has not been rendered at this time.
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
jim.barber(a)_ncdenr.gov
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.
`Aj Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible.
*******************
From: Bennett, Jay [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 11:11 AM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Stephens, Drew
<[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hi Michael-
Banani is out on vacation and back Monday. III follow up with her Monday on this item.
Thanks again -
Jay
Please note Amec Foster Wheelers new company brand is Wood. We are operating as Wood Environment &
Infrastructure Solutions, Inc.
Jay Bennett, PG, RSM
Senior Project Manager/Associate Hydrogeologist
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100, Durham, NC, 27703,USA
T 919.381.9345
M 919.819.2750
jay.bennett(a)woodplc.com
www.woodplc.com

wood.
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 10:21 AM
To: Langan, Bonani <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <jay.ben nett @woodplc.com>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
I am updating my rescission tracking spreadsheet and just wanted to know where you were on this project. Have the
wells been P&A and GW-30s sent? If so, I didn't get them.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Sunday, April 15, 2018 10:12 PM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
a
Michael,
Thank you for your response. We are currently reviewing eligibility for site closure through risk based remediation and
obtaining the property owner's permission. Once we get property owner's consent and approval to proceed with the
process, we will move forward with abandoning the wells.
Kind regards,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, April 12, 2018 11:05 AM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hello -
The Central and Fayetteville Regional Offices have approved the closure plan for this site. Please move forward with
abandoning the injection wells and any other associated underground pipes, etc. After abandonment, please provide
GW-30s and any other documentation and photos. After receipt and review, we will then rescind this permit and send
letter.
If you have any questions or comments, please advise. Thank you for your cooperation.
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>

Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM
To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered Site
Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need for review
or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, March 12, 2018 10:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is aware
of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based remediation). I have
asked Drew to contact you to let you know that he is aware of the revised approach. Please let me know if you have any
other questions.
Thank you,
Bonani
From: Rogers, Michael[mailto:[e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-

I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone with the
group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
• 1 talked to my supervisor about the annual fees. They are not required for the upcoming reporting period since
you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks
From: Langan, Bonani[mailto:[e-mail]]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <jay.ben nett @woodplc.com>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale Derailment
Site (NONCD 0002776). Please review the attached information and let us know if you have any question or need
additional information. I have also attached the permit fee renewal invoice for reference, please let me know if we need
to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.
All engineering and land surveying services, ;.a t ur i:i Carolina, are offered/performeu o f,-; lec Foster Wheeler
Environment & Infrastructure, Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group, plc.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Monday, June 25, 2018 4:09 PM
To: Rogers, Michael; Barber, Jim; Bennett, Jay; Stephens, Drew
Cc: Adkins, Matt; Watts, Debra; Shrestha, Shristi R
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
Thanks, Mike. We will keep you updated on the status of the site.
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Monday, June 25, 2018 3:35 PM
To: Langan, Bonani <[e-mail]>; Barber, Jim <[e-mail]>; Bennett, Jay
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <[e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Waiting on final decision from DWM before c►osing wells is OK. Also, for your info, if the DWM wanted some monitoring
wells to remain for monitoring, that would be OK. We would need to be advised of this.
From: Langan, Bonani[mailto:bona [e-mail]]
Sent: Monday, June 25, 2018 2:21 PM
To: Barber, Jim <[e-mail]>; Bennett, Jay <iay.ben [e-mail]>; Rogers, Michael
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike,
Before we proceeded with well abandonment, we wanted to confirm that the property owner would sign the Property
Owner Consent form to allow us to proceed with Risk Based Remediation as a Site closure strategy. The property owner
has signed the consent form and is in the process of returning that to us so we will be pursuing this closure strategy.
We would like to leave the wells in place until we get concurrence from NCDEQ to proceed with this option. At that
time, we will move forward with well abandonment and submission on the required documentation. Please let me
know if this is acceptable.

Thanks,
Bonani
From: Barber, Jim [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 1:09 PM
To: Bennett, Jay <[e-mail]>; Rogers, Michael <[e-mail]>; Langan, Bonani
<[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Mike;
I was in Clarkton on Tuesday and stopped by the CSX site. All wells, monitoring and injection, are still in place. I assume
that a final decision from DWM-IHSB or REC has not been rendered at this time.
Jim Barber
Environmental Engineer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910-486-0707 fax
jim.barber(a�ncdenr.gov
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.
`A Go Green! Print this email only when necessary. Thank you for helping NCDENR be environmentally responsible.
*******************
From: Bennett, Jay [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 11:11 AM
To: Rogers, Michael <[e-mail]>; Langan, Bonani <[e-mail]>; Stephens, Drew
<[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Watts, Debra <[e-mail]>; Shrestha, Shristi R
<[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Hi Michael-
Banani is out on vacation and back Monday. III follow up with her Monday on this item.
Thanks again -
Jay
Please note Amec Foster Wheelers new company brand is Wood. We are operating as Wood Environment &
Infrastructure Solutions, Inc.

Jay Bennett, PG, RSM
Senior Project Manager/Associate Hydrogeologist
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100, Durham, NC, 27703,USA
T 919.381.9345
M 919.819.2750
►ay. bennettCaD-woodplc.com
www.woodplc.com
wood.
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, June 21, 2018 10:21 AM
To: Langan, Bonani <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
I am updating my rescission tracking spreadsheet and just wanted to know where you were on this project. Have the
wells been P&A and GW-30s sent? If so, I didn't get them.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Sunday, April 15, 2018 10:12 PM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <shristi.shrestha@ncdenr.l;ov>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
LA _ External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
9eport Smi�
Michael,
Thank you for your response. We are currently reviewing eligibility for site closure through risk based remediation and
obtaining the property owner's permission. Once we get property owner's consent and approval to proceed with the
process, we will move forward with abandoning the wells.
Kind regards,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, April 12, 2018 11:05 AM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<debra.watts@ncdenr.l?ov>; Shrestha, Shristi R <[e-mail]>; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
=rem
The Central and Fayetteville Regional Offices have approved the closure plan for this site. Please move forward with
abandoning the injection wells and any other associated underground pipes, etc. After abandonment, please provide

GW-30s and any other documentation and photos. After receipt and review, we will then rescind this permit and send
letter.
If you have any questions or comments, please advise. Thank you for your cooperation.
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM
To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered Site
Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need for review
or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, March 12, 2018 10:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, lay <[e-mail]>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Leo
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is aware
of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based remediation). I have
asked Drew to contact you to let you know that he is aware of the revised approach. Please let me know if you have any
other questions.
Thank you,
Bonani

From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, lay <[e-mail]>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone with the
group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
• 1 talked to my supervisor about the annual fees. They are not required for the upcoming reporting period since
you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, lay <iay.ben [e-mail]>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
6ort Span
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale Derailment
Site (NONCD 0002776). Please review the attached information and let us know if you have any question or need
additional information. I have also attached the permit fee renewal invoice for reference, please let me know if we need
to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.

This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribe(@woodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodpIc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Sunday, April 15, 2018 10:12 PM
To: Rogers, Michael; Stephens, Drew
Cc: Adkins, Matt; Bennett, Jay; Watts, Debra; Shrestha, Shristi R; Barber, Jim
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
Michael,
Thank you for your response. We are currently reviewing eligibility for site closure through risk based remediation
and obtaining the property owner's permission. Once we get property owner's consent and approval to proceed
with the process, we will move forward with abandoning the wells.
Kind regards,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, April 12, 2018 11:05 AM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <[e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <[e-mail]>; Barber, Jim
<[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission
Request
Hello -
The Central and Fayetteville Regional Offices have approved the closure plan for this site. Please move forward
with abandoning the injection wells and any other associated underground pipes, etc. After abandonment, please
provide GW-30s and any other documentation and photos. After receipt and review, we will then rescind this
permit and send letter.
If you have any questions or comments, please advise. Thank you for your cooperation.
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew <[e-mail]>; Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>; Watts, Debra
<[e-mail]>; Shrestha, Shristi R <shristi.shresthaC&ncdenr.gov>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission
Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM

To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <iay.bennett@woodp_lc.com>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission
Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered
Site Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need
for review or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani [mailto:[e-mail]]
Sent: Monday, March 12, 2018 10:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
1 External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
a r:
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is
aware of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based
remediation). I have asked Drew to contact you to let you know that he is aware of the revised approach. Please let
me know if you have any other questions.
Thank you,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <[e-mail]>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone
with the group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
I talked to my supervisor about the annual fees. They are not required for the upcoming reporting period
since you are requesting rescission.

• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks.
From: Langan, Bonani[mailto:bonani.langan0woodplc.com]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <michael.rogers0ncdenr.gov>
Cc: Adkins, Matt <Matt Adkins 0CSX.com>; Bennett, Jay <iay.bennett(@wood._.plc.com>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
A External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Mw `11)
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale
Derailment Site (NONCD 0002776). Please review the attached information and let us know if you have any
question or need additional information. I have also attached the permit fee renewal invoice for reference, please
let me know if we need to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribe(cb-woodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.

Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

Rogers, Michael
From: Rogers, Michael
Sent: Monday, March 12, 2018 4:01 PM
To: Stephens, Drew; Langan, Bonani
Cc: Adkins, Matt; Bennett, Jay; Watts, Debra; Shrestha, Shristi R
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089
Permit Rescission Request
OK, thank you. I will use this email response for all future REC sites involving a permit rescission.
From: Stephens, Drew
Sent: Monday, March 12, 2018 11:13 AM
To: Langan, Bonani <[e-mail]>; Rogers, Michael <[e-mail]>
Cc: Adkins, Matt <[e-mail]>; Bennett, Jay <[e-mail]>
Subject: RE: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission
Request
Michael,
Bonani has informed me about the decision to rescind the UIC permit for this Site. Under REC rules, the Registered
Site Manager is responsible for ensuring that all permits are obtained (or rescinded) as needed without the need
for review or approval from the REC Program. Let me know if you have any questions or concerns.
Thank you,
Drew Stephens
919 707-8338 office
REC Program Website
From: Langan, Bonani[mailto:bonani.langan0woodplc.com]
Sent: Monday, March 12, 201810:55 AM
To: Rogers, Michael <[e-mail]>; Stephens, Drew <[e-mail]>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <jay.bennettRwoodklc.com>
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
L"—RULL'� uwu.
Michael,
Drew Stephens from the IHSB REC Program is our incident manager for the CSX Rosindale Derailment Site. Drew is
aware of the permit rescission request and our revised site closure approach (i.e., to pursue risk -based
remediation). I have asked Drew to contact you to let you know that he is aware of the revised approach. Please let
me know if you have any other questions.
Thank you,
Bonani

From: Rogers, Michael [maiIto: [e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <bonani.langanPwoodplc.com>
Cc: Adkins, Matt <Matt AdkinsOCSX.com>; Bennett, Jay <jay.bennettftwoodPllc.com>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone
with the group email me.
• Other than the injection wells are there any remaining components of the remediation system still present?
• I talked to my supervisor about the annual fees. They are not required for the upcoming reporting period
since you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies.
Thanks.
From: Langan, Bonani [mailto:bonani.langan0woodplc.com]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <michael.rogers(&ncdenr.gov>
Cc: Adkins, Matt <Matt AdkinsOCSX.com>; Bennett, Jay <iay.bennetWwoodVlc.com>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
�ort Sp"m.
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale
Derailment Site (NONCD 0002776). Please review the attached information and let us know if you have any
question or need additional information. I have also attached the permit fee renewal invoice for reference, please
let me know if we need to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.
All engineering and land surveying services.. in North Carolina, are offered/performed by Amec Foster Wheeler
Environment & Infrastructure, Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group.. plc.

This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribe(@woodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

Rogers, Michael
From: Langan, Bonani <[e-mail]>
Sent: Thursday, March 08, 2018 5:56 PM
To: Rogers, Michael
Cc: Adkins, Matt; Bennett, Jay
Subject: [External] RE: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit
Rescission Request
Michael,
Please see responses to your comments below.
Thank you,
Bonani
From: Rogers, Michael [mailto:[e-mail]]
Sent: Thursday, March 08, 2018 5:05 PM
To: Langan, Bonani <[e-mail]>
Cc: Adkins, Matt <Matt_Adkins@CSX. corn>; Bennett, Jay <[e-mail]>
Subject: CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
Bonani/Matt-
I have the following questions/comments:
• The IHSB is probably aware of the permit rescission request. But just for the file, please have someone
with the group email me. Yes, I will contact Drew Stephens from the REC Program and have him contact
you.
• Other than the injection wells are there any remaining components of the remediation system still present?
There are injection wells and monitoring wells still remaining on the property. No other remediation
system components are present.
• I talked to my supervisor about the annual fees. They are not required for the upcoming reporting period
since you are requesting rescission.
• Due to the size of the attached, would you please mail 2 hard color copies. Yes, I will print and send two
copies in the mail to your attention.
Thanks.
From: Langan, Bonani [mailto:bonani.langanCa)woodplc.com]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <michael.rogersOncdenr.gov>
Cc: Adkins, Matt <Matt [e-mail]>; Bennett, Jay <iay.bennettRwoodplc.com>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request

xternal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale
Derailment Site (NONCD 0002776). Please review the attached information and let us know if you have any
question or need additional information. I have also attached the permit fee renewal invoice for reference, please
let me know if we need to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood
All engineering and land surveying services; in North Carolina, are offered/performed by Amec Foster Wheeler
Environment & Infrastructure, Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group; plc.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
for any errors or omissions which are a result of email transmission. If you have received this message in error, please
notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
have been destroyed and deleted from your system.
If you do not wish to receive future unsolicited commercial electronic messages from us, please forward this email to:
unsubscribea.woodplc.com and include "Unsubscribe" in the subject line. If applicable, you will continue to receive
invoices, project communications and similar factual, non-commercial electronic communications.
Please click http://www.woodplc.com/email-disclaimer for notices and company information in relation to emails
originating in the UK, Italy or France.

Rogers, Michael
From: Watts, Debra
Sent: Thursday, March 08, 2018 11:10 AM
To: Rogers, Michael
Subject: RE: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit
Rescission Request
Mike
Fees are collected for the next year (coverage starts March 2018). I'm ok not requiring next year fees before
rescinding. Debra
From: Rogers, Michael
Sent: Thursday, March 08, 2018 9:48 AM
To: Watts, Debra <[e-mail]>
Subject: FW: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission
Request
Debra -
I received a permit rescission request this morning. They are asking about the fees. We received the permit
request today and the annual fees are due March 10 for operating period 3/1/18 to 2/28/2019. Do we still need
these fees before rescission?

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D311)712013 2013PR401412 51310.Q4. 51310.00 SO.00 Paid
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From: Langan, Bonani[maiIto: [e-mail]]
Sent: Thursday, March 08, 2018 8:52 AM
To: Rogers, Michael <michael.rogersOncdenr.gov>
Cc: Adkins, Matt <Matt Adkins(@CSX.com>; Bennett, Jay <iay.bennett(@woodplc.com>
Subject: [External] CSX Rosindale Derailment Site (NONCD 0002776) - WQ0035089 Permit Rescission Request
ternal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Michael,
Attached is the request to rescind the Groundwater Remediation Permit, WQ0035089, for the CSX Rosindale
Derailment Site (NONCD 0002776). Please review the attached information and let us know if you have any
question or need additional information. I have also attached the permit fee renewal invoice for reference, please
let me know if we need to follow up with the invoice since we will not be renewing the permit.
Kind regards,
Bonani
4

Bonani Langan, P.E., RSM
Senior Project Manager I Remediation Engineer
Direct: [phone]
Mobile: [phone]
www.woodpic.com
wood.
All engineering and land surveying services, in North Carolina. are offered/performed by Amec Foster Wheeler'
Environment & Infrastructure. Inc. (License #F-1253), a wholly owned subsidiary of John Wood Group, plc.
This message is the property of John Wood Group PLC and/or its subsidiaries and/or affiliates and is intended only for the
named recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected
from disclosure by law. Unauthorised use, copying, distribution or disclosure of any of it may be unlawful and is strictly
prohibited. We assume no responsibility to persons other than the intended named recipient(s) and do not accept liability
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notify us immediately by reply email to the sender and confirm that the original message and any attachments and copies
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Rogers, Michael
From: Rogers, Michael
Sent: Tuesday, January 16, 2018 4:04 PM
To: 'Langan, Bonani'
Cc: '[e-mail]'; Barber, Jim
Subject: RE: [External] RE: WQ0035089 - WI0600060
Attachments: Non -Discharge Groundwater Remediation Permit APPLICATION Rev. 3-1-2016.docx; 2T
.1608 Closure Requirements.pdf, WQ0035089 signed NOE.pdf
Mr. Adkins -
Please find attached a Notice of Expiration (NOE) for permit WQ0035089. Please respond per the options indicated in the
letter by February 16, 2018.
Thank you for your cooperation.
Regards,
Michael Rogers, P.G. (NC and FL)
Hydrogeologist
UIC Program Manager
Division of Water Resources, Water Quality Regional Operations Section
From: Rogers, Michael
Sent: Wednesday, November 01, 2017 3:04 PM
To:'Langan, Bonani' <[e-mail]>
Cc: matt [e-mail]; Barber, Jim <[e-mail]>
Subject: RE: [External] RE: WQ0035089 - W10600060
If you plan on doing any groundwater remediation via injections, you will need to submit a renewal for 0600060.
Also, please have the Permittee request a permit rescission and submit a closure plan. Thanks.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Wednesday, November 01, 2017 3:00 PM
To: Rogers, Michael <[e-mail]>
Cc: matt [e-mail]; Barber, Jim <[e-mail]>
Subject: [External] RE: WQ0035089 - W10600060
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Michael,
We will not be renewing the non -discharge permit for the site. Instead, we will be pursuing site closure through risk based
remediation. Do we still need to keep a permit open? If so, we will renew W10600060.

Thank you,
Bonani
From: Rogers, Michael [mailto:[e-mail]
Sent: Wednesday, November 01, 2017 11:44 AM
To: Langan, Bonani <[e-mail]>
Cc: matt [e-mail]; Barber, Jim <[e-mail]>
Subject: RE: WQ0035089 - W10600060
Hello -
See email chain below. I never heard back how you want to proceed. As I mentioned, if you are not withdrawing and
reinjecting treated groundwater, the permit renewal application you sent for WQ0035089 is not applicable. I still have
the application and need to know what you want me to do with it (return it, drop in recycle bin, etc.).
Also, as mentioned below, the permit will eventually need to be rescinded and the non -discharge system closed.
Thanks
From: Rogers, Michael
Sent: Thursday, July 13, 2017 2:12 PM
To: Langan, Bonani <Bonani.Langan @amecfw.com>
Cc: matt [e-mail]
Subject: RE: WQ0035089 - W10600060
Thanks for the condolences. If you are not going to extract and re -inject treated gw, you don't need to renew this
permit. This permit is for a non -discharge system issued under 15A NCAC 2T .1600. Not keeping this permit will save ya'II
the annual fee of $1310/year for 5 years plus all the other requirements of the current permit. An alternative is renew
W10600060, which was previously issued for this site but has expired. This permit is for the in -situ injection remediation
and has no fees.
If you want to go this route, you would need to request permit WQ0035089 be rescinded and provide a closure plan
(requirements attached), and submit a renewal application for W10600060. This can be a dual track process.
Let me know how you want to proceed.
From: Langan, Bonani [mailto:[e-mail]]
Sent: Tuesday, July 11, 2017 8:48 AM
To: Rogers, Michael <[e-mail]>
Cc: matt [e-mail]
Subject: RE: WQ0035089
Michael,
I'm sorry to hear of your loss.
We did use the extraction well for the pilot test but determined the yield to be insufficient for the full scale injection; and
therefore, we did not use the extraction well to obtain make up/dilution water for the full-scale injection. Please let me
know if you would like to discuss when you return.

Thanks,
Bonani
Bonani Langan, PE
Senior Project Manager/Remediation Engineer, Environment & Infrastructure, Amec Foster Wheeler
4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703, USA
D [phone] M [phone]
bonani.langan _amecfw.com amecfw.com
From: Rogers, Michael[maiIto: [e-mail]]
Sent: Friday, July 07, 2017 5:33 PM
To: Langan, Bonani <[e-mail]>
Cc: matt [e-mail]
Subject: WQ0035089
I am reviewing the renewal application for the above permit. The permit and attachments show an extraction well, but
no info/analytical data on extraction and re -injection. Are you still using this type of method for remediation in addition
to in -situ? FYI, I will be out until Wed of next week on funeral leave.
Thanks.
Michael Rogers, P.G. (NC & FL)
Underground Injection Control (UIC) Program Manager - Hydrogeologist
NCDEQ- DWR
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh, NC 27699
Direct No. 919-807-6412
http://deg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/ground-water-
protection/ground-water-applications
NOTE: Per Executive Order No. 150, all e-mails sent to and from this account are subject to the North Carolina Public
Records Law and may be disclosed to third parties.
This message is the property of Amec Foster Wheeler plc and/or its subsidiaries and/or affiliates and is intended only for the named
recipient(s). Its contents (including any attachments) may be confidential, legally privileged or otherwise protected from disclosure by
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responsibility to persons other than the intended named recipient(s) and do not accept liability for any errors or omissions which are a
result of email transmission. If you have received this message in error, please notify us immediately by reply email to the sender and
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originating in the UK, Italy or France.

Rogers, Michael
Sent: Tuesday, August 29, 2017 1:47 PM
To: Wang, Shuying
Cc: Knight, Sherri
Subject: Expired permits
Shuying-
Below are 3 expired non -discharge permits.
Various previous attempts have been made in the past for the permittees to renew or rescind their permits, plus in some
cases pay overdue annual fees. To date they have been non -responsive.
If I issued some NOVs,
Would it be possible for you to inspect these sites and see what kind of condition they are in. There have been no
inspections completed in the last 2-3 years.
The first two sites have requested their permits be rescinded in the past, but there was no follow up. If during your site
inspection the infiltration galleries have been closed enough to substantially meet the requirements of 2T, perhaps we
can close out the permits in BIMS based upon your recommendation.
For the third site (WQ0000965), during your site inspection please give them a renewal application (attached). They
submitted a change of ownership last year but never submitted a renewal application.
At your convenience, if you can do the above, let me know. I would be very grateful.
Thanks
Permit
Owner
Facility
Owner
Permit
Effective
Expired
Primary
Facility
Fat
Number
Name
Name
Type
Status
Date
Date
Reviewer
County
Re,
W00001988
Huffman
Huffman Oil
Non-
EXPIRED
3/8/05
3/31/14
michael.ranck
Guilford
Wii
(requested
Oil Co
Co,
Government
Sal
permit
Shoffner
rescission
Store
10/30/09
Facility
and 4/25/14
WQ0005679
Kinder
Kinder
Non-
EXPIRED
5/31/06
5/31/15
michael.ranck
Guilford
Wii
(requested
Morgan
Morgan
Government
Sal
permit
Southeast
Southeast
rescission
Terminals
Terminals
8/28/07 and
LLC
LLC,
11/10/10)
Greensboro
#2
WQ0000965
Phoenix
Phoenix
Non-
EXPIRED
6/1/15
10/31/16
michael.rogers
Forsyth
Wii
Aluminum
Aluminum
Government
Sal
LLC
Facility
Michael Rogers, P.G. (NC & FL)

Underground Injection Control (UIC) Program Manager- Hydrogeologist
NCDEQ- DWR
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh, NC 27699
Direct No. 919-807-6412
http://deg nc Gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/ground-water-
protection/ground-water-applications
NOTE: Per Executive Order No. 150, all e-mails sent to and from this account are subject to the North Carolina Public
Records Law and may be disclosed to third parties.

Water Resources
Environmental Quality
January 16, 2018
Sent Via Entail
Mr. Matt Adkins, Environmental Remediation Manager
CSX Transportation
351 Thornton Road, Suite 123
Lithia Springs, GA 30122
Subject: Notice of Expiration (NOE)
Non -Discharge Groundwater Remediation Permit
Permit No. WQ0035089
CSX Rosindale Derailment Site
Bladen County
Dear Mr. Adkins:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LR41DA CULPEPPER
Interim Director
Our records indicate that the above -referenced permit, which was issued on March 8, 2005, expired on
February 28, 2016. It is both a condition of your permit and required by 15A NCAC 2T .0109 to
request a renewal of your permit at least 180 calendar days prior to its expiration date. Failure to
apply for permit renewal and continued operation of your facility without an active permit may result
in an enforcement action by the Division of Water Resources (DWR), in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
To comply with the permit requirements set forth in your permit and 2T .0109, the Water Quality
Regional Operations Section (WQROS) is making the following options available to you:
1. Permit Renewal (application attached). When you apply for and receive a renewal, operation
of the groundwater remediation system will be permitted to continue. As such, annual fees, all
requirements for sampling and annual reports, and any operation and maintenance specified in
your previous permit will be required.
2. Apply for Permit Renewal with Suspended Actions. Under this option, you must still apply
for a permit renewal. However, you may indicate that operation of the remediation system has
been suspended, but that you desire to maintain the permit should the need arise to restart the
system. As such, operation of the remediation system will be prohibited until such time that a
permit modification is obtained from the Division of Water Resources allowing operation of the
system. Under the "Permit Renewal with Suspended Actions" option, all monitoring and annual
reports will be suspended until otherwise notified. Infiltration galleries will be directed to be
winterized as a permit condition, as well as temporary abandonment of any monitoring wells in
accordance with 15A NCAC 2C .0113(a). Annual fees will still be required, but may be
reimbursed under the NC State Trust Fund as a directed cost. This option allows you to keep
your system inactive until the UST Section once again directs remediation. At that point, you
will need to request a modification to your permit to activate your system.
"Nothing Compares:..
State of North Carolina I Environmental Quality I Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

3. Permit Rescission. To apply for a rescission, you must request that your permit be rescinded in
writing and attach a proposed remediation system closure plan. After receipt of the rescission
request/plan, it will be reviewed by staff. If no further information is required, you will be
directed to close your infiltration gallery/injection wells in accordance with 2T .1608 (a PDF of
this rule is attached). Abandonment of any monitoring wells must be in accordance with 15A
NCAC 2C.0113, and any injection wells will need to be abandoned in accordance to 2C .0240.
If you choose to have your permit rescinded, any reactivation of the subject remediation system
in the future will require a new permit.
Please respond to any of the three (3) options listed above within 30 calendar days of receipt. If you
have any questions, please advise.
Sincerely,
Michael Rogers, P.G. (NC and FL)
Hydrogeologist
UIC Program Manager
Division of Water Resources, Water Quality Regional Operations Section
Attachment(s) to Email
cc: Jim Barber - Winston-Salem Regional Office
Central Files - Permit No. WQ0035089 w/o attachments

WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director Dee Freeman
Secretary
RECEIVED
Mr. Matt Adkins APR 0 4 2012 December 9, 2011
Bladen County
CSX Transportation CENTRAL
FILES
Raleigh, NC 27604 DWQi
System: Groundwater Remediation Facility (Bladen County)
Classification: Grade 1 Physical Chemical System
Subject: Designation of ORC and Backup ORC for Physical / Chemical
Permit: WQ0035089
Dear Mr. Adkins:
The Water Pollution Control System Certification Commission has classified the subject facility as a
Grade 1 Physical Chemical Pollution Control Treatment System based upon your permit, the
Water Pollution Control System Certification Commission Rules 15A NCAC 8G .0306 (a).
In accordance with 15A NCAC 8G .0202 and your permit, you must designate an Operator in
Responsible Charge (ORC) and Back -Up Operator who has a current physical chemical certification
of the appropriate level. Your facility requires a Grade 1 or higher Physical Chemical Treatment Plant
Operator in Responsible Charge and Grade 1 or higher Back -Up Operator. Failure to designate a
properly certified operator and back-up operator constitutes a violation of the permit issued for this
facility.
Our records indicate that this facility does not have a certified Physical Chemical Grade 1 operator as
ORC and Backup designated at this time. An ORC and a Backup ORC with the required certification
must be designated within 60 calendar days prior to this system becoming operational. Enclosed is a
new designation form. Please complete this designation form and submit it to the Technical
Assistance and Certification Unit.
If individuals managing this system do not have a Physical Chemical Grade 1 certification then they
must complete a Commission approved school and take the state's certification examination. Contact
NCAWWA/WEA [phone] or Laws and Company [phone] or your local Community
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
None
thCaralin,
Natural&

r
College. If you have any questions concerning this facility classification and ORC requirement,
please reference to our website (http://portal.ncdenr.or web/wq/admin/tacu) and search under
"Wastewater Rules."
Sincerely,
U
and d�esPugh,ducati Training Specialist
Technical Assistance and Certification Unit
cc: Central Files
TAC Files
Fayetteville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877.623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
NorthCarolin,
Naturalli

Central Files: APS SWP
03/30/ 11
Permit Number WQ0035089 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Groundwater Remediation, Non -discharge 1.00 Individual
Primary Reviewer
david.goodrich
-Coastal SW Rule
Permitted Flow
Facility Name
Former CSXT - Rosindale Derailment Site
Location Address
NC Hwy 211
Clarkton
NC 28433
Permit Contact Affiliation
Kathleen Roush
22M.Gateway Ctr Blvd
Morrisville NC 27560
Major/Minor Region
Minor Fayetteville
County
Bladen
Facility Contact Affiliation
Owner Name Owner Type
Csx Transportation Inc Unknown
Owner Affiliation
Matt Adkins
351 Thornton Rd
Lithia Springs GA 30122
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/28/11 11 /02/10 03/28/11 03/28/11 02/28/16
egulated Activities Requested/Received Events
Groundwater remediation Additional information received
RO staff report requested
11 /05/10
Additional information requested
11/16/10
RO staff report received
11/17/10
Additional information requested
12/06/10
Additional information received
01/04/11
Additional information received
01/27/11
Additional information received
02/01/11
Additional information received
02/14/11
Additional information requested
02/15/11
Additional information received
02/28/11

40 Central Files: APS SWP
03/30/11
Outfall NU-1.
Waterbody Name Stream Index Number Current Class Subbasin

Permit Number WQ0035089
Program Category
Non -discharge
Permit Type
Groundwater Remediation, Non -discharge
Primary Reviewer
david.goodrich
Coastal SW Rule
Permitted Flow
Facilit•<
Central Files: APS SWP
02/09/11
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Kathleen Roush
2200 Gateway Ctr Blvd
Morrisville NC 27560
Facility Name Major/Minor Region
Former CSXT - Rosindale Derailment Site Minor Fayetteville
Location Address County
NC Hwy 211 Bladen
Clarkton NC 28433 Facility Contact Affiliation
Owner
Owner Name
Owner Type
Csx Transportation Inc
Unknown
Owner Affiliation
Matt Adkins
351 Thornton Rd
Lithia Springs GA
30122
Dates�EventF
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
11 /02/10
Regulated Activities
Reauested/Received Events
Groundwater remediation
RO staff report requested
11 /05/10
Additional information requested
11/16/10
RO staff report received
11/17/10
Additional information requested
12/06/10
Additional information received
01/04/11
Additional information received
01/27/11
Additional information received
01 /27/11
Outfail
Waterbody Name Stream Index Number Current Class Subbasin

HCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
March 28, 2011
Matt Adkins, Manager of Environmental Remediation
CSX Transportation _
351 Thornton Road, Suite 125
Lithia Springs, Georgia 30122
Subject: Groundwater Remediation Permit Number WQ0035089
CSX Transportation
Bladen County
Dear Mr. Adkins:
Dee Freeman
Secretary
In accordance the application received on November 2, 2010, along with additional information received on
January 27, 2011, February 1, 2011, February 14, 2011, and February 28, 2011, we are forwarding Permit No.
WQ0035089, dated March 28, 2011 for the construction and operation of 90 injection wells for the purpose of
injecting an emulsified edible oil substrate (EDS) with sodium lactate iniectant solution. In addition, effective
March 28, 2011, Permit WI0600060 is hereby rescinded, and replaced by Permit WQ0035089.
This permit shall be effective from the date of issuance until February 28, 2016, and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in
this permit. Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
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 thirty (30) days following receipt of this permit. 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, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you need any additional information concerning this matter, please contact David Goodrich at [phone].
Sincerely,
Coleen H. Sullins
cc: Bladen County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Jay Bennett, AMEC Earth & Environmental, Inc., 2200 Gateway Centre Boulevard, Suite 205, Morrisville, NC 27560
Technical Assistance and Certification Unit
WQ0035089 Permit File
WQ0035089 Notebook File
1617 Mail Service Center. Raleigh, North Carolina 27699-161 i
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] rAK 919-807-6492 Customer Service 1-877-623-674F.
intemet: www.ncwaterauality.org
Raua Lfifirmauvr,c..om Lmo cvt.-
f
�v n ar o la
w

NORTH-CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GROUNDWATER REMEDIATION 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
CSX Transportation, Inc.
Bladen County
FOR THE
construction and operation of a 31,200 GPD groundwater remediation facility consisting of ninety (90) permanent
injection wells. Ground water from within the contaminated area will be extracted by way of six extraction wells,
mixed with emulsified edible oil substrate (EDS) with sodium lactate injectant solution, and injected back into the
aquifer through ninety permanent injection wells. The basic components of the system are a mobile venturi
chemical injection system mounted on a trailer and consisting of a chemical feed tank with the emulsified edible
oil substrate (EOS) and sodium lactate injectate,- and a venture pipe manifold system that includes a gate valve
with a flow and pressure gauge to remediate hexavalent chromium and antimony groundwater contamination,
with no discharge of wastes to the surface waters, pursuant to the application received November 2, 2010 and
subsequent additional information received by the Division of Water Quality (Division), and in conformity with
the project plan, specifications, and other supporting data subsequently filed and approved by the Division and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 28, 2016 and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The Fayetteville Regional Office, telephone number [phone], shall be notified at least forty-eight
(48) hours in advance of the initiation of injection operations, so that an in -place inspection can be made.
Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays.
2. The treated groundwater discharged into the injection wells must not cause a violation of Class GA
Standards for any constituent beyond the Compliance Boundary, as applicable, nor cause the migration of
the contamination into unaffected areas. If the treatment system fails to consistently achieve this standard,
changes in design that could include additional treatment units, or changes in operational needs, may be
required.
WQ0035089dp110328.docx Page 1 of 7

3. This permit shall become voidable if the soils fail to adequately assimilate the injectant fluid, and may be
rescinded unless the facilities/wells are installed, maintained, and operated in a manner which will protect
the assigned water quality standards of the surface and groundwaters. In the event that the facility or the
injection wells fail to perform satisfactorily, or the injection zone fails to adequately assimilate the
injected fluid, the Permittee shall take immediate corrective actions, including the repair, modification, or
abandonment of the facility/wells, as required by the Division of Water Quality. The Permittee may be
required to reduce or eliminate the permitted activity to protect the assigned water quality standards of
surface and groundwaters.
4. The injection facility shall be effectively maintained and operated at all times so that there is no
contamination of groundwater which will render it unsatisfactory for normal use at location(s) beyond the
Compliance Boundary.
5. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to- surface or
groundwaters resulting from the operation of this facility.
6. Diversion or bypassing of the untreated groundwater from the treatment facilities is prohibited.
II. FACILITY OPERATION AND MAINTENANCE REQUIREMENTS
The Permittee shall maintain an injection activity log that includes which wells are injected, when they
are injected, how much injectate is injected, and any other pertinent injection activity information. The
Permittee shall also concurrently maintain an extraction activity log of which extraction wells are
pumped, when each extraction well is pumped, the total volume of water removed from each extraction
well during each pumping session, and any other pertinent extraction activity information. These logs of
injection activity and extraction activity shall be maintained by the Permittee for a period of three years
from the date of the activities and shall be made available to the Division or other permitting authority,
upon request.
2. Any duly authorized officer, employee, or representative of the Division may,. upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at
any reasonable time for the purpose of determining compliance with this permit (including inspection,
observation, and sampling associated with injection and any related facilities as provided for in N.C.G.S.
87-90), may inspect or copy any records or annual facility report that must be maintained under the terms
and conditions of this permit, and may obtain samples of groundwater, surface water, injection fluids, or
leachate.
III. WELL CONSTRUCTION/ABANDONMENT CRITERIA AND CHANGE OF INJECTION WELL
STATUS
Prior to beginning injection remediation activities, ninety (90) injection wells, six (6) extraction wells
(EW-01, EW-02, EW-03, EW-04, EW-05, and EW-06), and four new monitor well(s), identified as CSX-
31, CSX-32, CSX-33, and CSX-34, shall be installed at the site. The four monitor well(s) shall be
constructed such that the water level in the well is never below the screened (open) portion of the well at
any time during the year. The screened (open) portion of the monitor well(s) shall be located at a depth
appropriate to detect the treated waste or plume migration. The general location and name for each
extraction well and monitor well is marked on Figure 2. Each monitor well shall be constructed in
accordance with this permit and as approved by the Fayetteville Regional Office.
2. Flow measurement devices shall be utilized to monitor the volumes injected at each injection well. Also
each injection wellhead or injection apparatus shall be equipped to measure the injection pressure at the
W00035089dp110328.docx Page 2 of 7

screened interval. If the injection pressure is greater than atmospheric pressure, the mechanical integrity
of the injection well(s) shall be demonstrated accordug to 15A NCAC 2C .0207.
3. The Fayetteville Regional Office, telephone number [phone], shall be notified at least forty-eight
(48) hours prior to the construction of any monitoring well or injection well so that an inspection can be
made of the well location. Such notification to the regional groundwater supervisor shall be made during
the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding state
holidays.
Pursuant to rule 15A NCAC 2C .0211(h), injection may not commence until the Permittee has submitted
notice of completion of construction to the Fayetteville Regional Office, and the regional office staff has
inspected or otherwise reviewed the injection well and finds it in compliance with the permit. If the
Permittee has not received notice from the Fayetteville Regional Office of the intent to inspect or
otherwise review the injection well within 10 days after the regional office has received the notice, the
Permittee may commence operation of the injection wells.
4. All wells must be constructed by either a North Carolina Certified Well Contractor, the property owner,
or the property lessee according to General Statutes 87-98.4(b)(2). If the construction is not performed by
a certified well contractor, the property owner or lessee, provided they are a natural person, must
physically perform the actual well construction activities. All well(s) must be constructed according to the
North Carolina Well Construction Standards (15A NCAC 2C .0108) and any local county rules.
Within sixty (60) days of completion of all well installations, the Permittee shall submit two (2) original
copies of a scaled site map (scale no greater than 1 "=100'). The map(s) must include the following
information:
a. The location and identity of each well (recovery, monitoring, injection, water supply, etc.).
b. The location Qf property boundaries within 500 feet of the disposal area(s).
c. The latitude and longitude of the established horizontal control monument.
d. The elevation of the top of the well casing (which shall be known as the "measuring point") relative
to a common datum.
e. The depth of water below the measuring point at the time the measuring point is established.
f. The location of Review and Compliance boundaries.
g. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the monument
will not be destroyed due to activities that may take place on the property. Maps and any supporting
documentation shall be sent to: Aquifer Protection Section
Groundwater Protection Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
A copy shall also be sent to:
Aquifer Protection Section
225 Green Street, Suite 714 / Systel Building
Fayetteville, NC 28301-5043
The Permittee is responsible for the geographic accuracy of any map submitted, however produced
7. For injection wells, when operations have ceased at the facility/well and an injection well will no longer
be used for any purpose, the Permittee shall abandon that injection well in accordance with the procedures
specified in 15A NCAC 2C .0214.
WQ0035089dpl 10328.docx. Page 3 of 7

The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified in 15A NCAC 2C
.0213(h)(1) for any abandoned injection Well within 30 days of completion of abandonment to the
following address: Aquifer Protection Section
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636.
8. Within fifteen days of any change of status of an injection well, the Permittee shall provide written
notification to the Division. Such a change would include the discontinued use of a well for injection. If a
well is taken completely out of service temporarily, the Permittee must install a sanitary seal. If a well is
not to be used for any purpose, that well must be permanently abandoned according to15A NCAC 2C
.0214. The written notification shall be submitted to the following address:
Aquifer Protection Section
DENR — Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
IV. MONITORING REQUIREMENTS
1. The influent to the treatment system (as extracted from the six recovery wells) shall be sampled every
injection event for the parameters specified below:
RCRA Metals plus Antimony (Laboratory)
2. Existing monitor wells CSX-4, CSX-16, CSX-21, CSX-22, and'CSX-25, along with proposed (new)
monitor wells CSX-30, CSX-31, CSX-32, and CSX-34 §hall -be sampled initially after construction (new
monitor wells) and prior to injection/recovery operations, 45 days following the completion of the
injection event, and thereafter every March, June, September, and December for the parameters lisied
below:
Water Level (Field)
pH (Field)
Oxidation -Reduction Potential (ORP) (Field)
Dissolved Oxygen (Field)
Temperature (Field)
Conductivity (Field)
Chromium (Laboratory)
Antimony (Laboratory)
3. Prior to sampling the parameters, the measurement of water levels must be taken. The depth to water in
each well shall be measured from the surveyed point on the top of the casing. The measuring points (top
of well casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Any laboratory selected to analyze parameters must be Division of Water Quality certified for those
parameters required.
5. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
WQ0035089dpl 10328.docx Page 4 of 7

V. REPORTING REQUIREMENTS
1. The following forms are to be used to report well construction, well abandonment, groundwater quality
monitoring, and groundwater compliance:
a. GW-1 Well Construction Record
b. GW-30 Well Abandonment Record (as appropriate)
c. GW-59 Groundwater Quality Monitoring : Compliance Report Form
d. GW-59A Compliance Report Form
Three copies of the GW-1 and GW-30 forms are to be mailed to the address below immediately after a
subject well is constructed or abandoned.
The GW-59 and GW-59A forms are to be included in the annual report (see Condition V.3. below).
Mail the GW-1 and GW-30 forms to the following address: Division of Water Quality
Groundwater Protection Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-30, GW-59, GW-59A) may be downloaded from the Division of Water
Quality website at ht_pt ://h2o.enr.state.nc.us/ or requested from the address mentioned above.
2. The Permittee shall retain records of all monitoring information, including calibration and maintenance.
records, continuous monitoring data and reports required by this permit, for at least 3 years from the date
of the sample measurement, report or application. Records of this monitoring information shall include,
but not be limited to, the following:
a. the date, exact place, and time of sampling or measurements,
b. the individual who performed the sampling or measurements,
c. the date the analyses were performed,
d. the analytical techniques or methods used, and
e. the results of such sampling, measurements, and analyses.
The Permittee shall submit an annual report summarizing the volume and injection pressures of effluent
discharged into the injection wells and the summary results of related groundwater, influent, and effluent
monitoring. Isoconcentrations (horizontal and vertical direction) and water level contour/potentiometric
surface maps shall be prepared on an annual basis and submitted with this report. If an annual report
containing this information (e.g. corrective action plan) is required by a regulatory agency, the Permittee,
may submit two (2) copies of that report in lieu of the preceding information within thirty days of its
publication. The Permittee shall submit this report to the following address: Aquifer Protection Section,
Groundwater Protection Unit,1636 Mail Service Center, Raleigh, NC 27699-1636.
4. The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 433-
3300, as soon as possible, but in no case more than 24 hours or the next working day following the
occurrence of any of the following:
a. Any spill of the injectant substance, including a failure of the injection system to properly contain
or convey the injectant substance.
b. Any noncompliance with a permit condition due to a malfunction of the injection system.
c. Any cause of injectant fluid migration outside the injection zone or area.
WQ0035089dp110328.doex Page 5 of 7

VI. APPLICABLE BOUNDARIES
The COMPLIANCE BOUNDARY for the waste disposal area is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal system
individually permitted after December 30, 1983 is established at either (1) 250 feet from the waste
disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area.
An exceedance of Class GA Standards at or beyond the Compliance Boundary is subject to remediation
action according to 15A NCAC 2L .0106(d)(2).
2. The REVIEW BOUNDARY is established around the waste disposal area midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of Class GA
Standards at the Review Boundary may require action in accordance with 15A NCAC 2L .0106(d)(1)_
VH. GENERAL CONDITIONS
Issuance of this permit does not constitute approval for reimbursement from the Leaking Petroleum
Underground Storage Tank Cleanup Fund (15A NCAC 2P) or any other fund. Additionally, the issuance
of this permit does not remove the Permittee's responsibility to comply with the corrective action
requirements of the Division of Waste Management. Furthermore, the Permittee should notify and report
all changes concerning the remedial system to the Division of Waste Management. It is the Permittee's
responsibility to comply with the requirements of all involved agencies.
2. This permit shall become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved -plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and vofume of wastes described in the application
and other supporting data.
4.. The Permittee must comply with all conditions of this permit and with the standards and criteria specified
in Criteria and Standards Applicable to Injection Wells (15A NCAC 2C .0200). Any noncompliance with
conditions of this permit constitutes a violation of the North Carolina Well Construction Act and is
grounds for enforcement action as provided for in N.C.G.S. 87-94.
5. This permit is valid only for construction of the number of monitor wells described in the application and
other supporting data. Written permission from the property owner must be obtained for the
construction of any monitor well on property that is not owned by the Permittee. Construction of
additional monitor wells must be approved in advance by the Aquifer Protection Section.
6. This permit is not transferable. In the event the facilities change ownership, or there is a name change of
the Permittee, a formal name change request must 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 will be considered on its merits and may or may not be approved.
7. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of this project.
The Permittee must notify the Division and receive prior written approval from the Director of any.
planned physical alterations or additions in the permitted facility or activity not specifically authorized by
the permit. A permit modification is usually required before these changes can take place. Where the
Permittee becomes aware of an omission of any relevant facts in a permit application, or of any incorrect
information submitted on said application or in any report to the Division, the relevant and correct facts
shall be promptly submitted to the Division by the Permittee.
WQ0035089dpl 10328.docx Page 6 of 7

9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
10. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action
to revoke this permit as specified by 15A NCAC 2T .0105 (e)(3).
11. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and
federal), which have jurisdiction, or as imposed by any existing permit issued by such agencies.
12. Sixty (60) days prior to closure of the injection wells, the Permittee must request a rescission of the _
permit from the Division of Water Quality. Guidelines for the closure of the injection wells may be
obtained from http://portal.ncdenr.org/web/wq or requested from the Division of Water Quality.
13. If the Permittee wants to continue operation of this system, at least six (6) months prior to the expiration
of this permit, the Permittee shall request its extension. Upon receipt of the request, the Commission will
review the adequacy of the facilities described therein, and if warranted, will extend the permit for such
period of time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 28 h day of March, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Qb" ). U�i -
4
Coleen H. Sullins, Director
Division of Water Quality
gy Authority of the Environmental Management Commission
Permit Number WQ0035089
WQ0035089dpl 10328.docx Page 7 of 7

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AMEC Earth & Environmental FIGURE 1
SITE LOCATION AND TOPOGRAPHIC MAP 2200 Geffiwey Centre Blvd., suite 2W CSX TRANSPORTATION, INC.
FORMER DERAILMENT SITE Morrisville, Nora, Carolina 27F80 ort JW GROUNDWATER REMEDIATION SYSTEM
ROSINDALE, NC
amedy I crac HM; BLADEN COUNTY
Pry. rat• WQ0035089
SITE LOCATION MAP

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TITLE: PROPOSED INJECTION
`"`'"': L '�'
AMEC Earth Lip Environmental
2200 Gateway Centre Blvd., Suite 205
W.
MONITORING WELL NETWORK
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DATE:
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Morrisville, 14C 2756q
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CSX ROSINDALE DERAILMENT SITE
WBlay0+o
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CHK: J.Bv,ne(t
919 447-2750amet;
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ROSINDALE, NORTH CAROLINA
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FIGURE 2
CSX TRANSPORTATION, INC.
GROUNDWATER REMEDIATION SYSTEM
BLADEN COUNTY
WQ0035089
WELL LOCATION MAP

Permit dumber WQ0035089
Program Category
Non -discharge
Permit Type
Groundwater Remediation, Non -discharge
Primary Reviewer
david.goodrich
Coastal SW Rule
Permitted Flow
Facilit
Central Files: APS SWP
02/09/11
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Kathleen Roush
2200 Gateway Ctr Blvd
Morrisville NC 27560
Facility Name Major/Minor Region
Former CSXT - Rosindale Derailment Site Minor Fayetteville
Location Address County
NC Hwy 211 Bladen
Clarkton NC 28433 Facility Contact Affiliation
Owner
Owner Name
Owner Type
Csx Transportation Inc
Unknown
Owner Affiliation
Matt Adkins
351 Thornton Rd
Lithia Springs GA
30122
Dates!Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
11 /02/10
Regulated Activities
Requested/Received Events
Groundwater remediation
RO staff report requested
11 /05/10
Additional information requested
11/16/10
RO staff report received
11 /17/10
Additional information requested
12/06/10
Additional information received
01/04/11
Additional information received
01 /27/11
Additional information received
01 /27/11
Outfall
Waterbody Name Stream Index Number Current Class Subbasin

SUMMARY SHEET FOR CSX TRANSPORTATION
GROUNDWATER REMEDIATION SYSTEM
WQ0035089
0 There was a train derailment incident at this location in 1986 with a resulting spill of chemicals.
The focus of this remediation effort is on the conversion of hexavalent chromium to a less toxic
form. � ��-� 'rV
0 The 90 permanent injection wells and 6 extraction wells hav already been permitted by the APS
UIC Group and the Fayetteville Regional Office. The treatment will consist of injecting a mixture
of 99% water and 1% "EOS 450" emulsified oil into the shallow aquifer. The mixture will
enhance natural bioremediation, and will help to convert the chromium to a less toxic trivalent
form. Ground water will be extracted, treated with the additive, and re -injected into the aquifer.
0 An injection test was previously performed on the shallow aquifer to evaluate its ability to
accept injected liquid under gravity -fed conditions. The aquifer was found to accept 5 gallons
per minute at a gravity -fed pressure of less than 1 pound per square inch.
0 As many as three injection events, each lasting two to three weeks, will take place over a period
of approximately three years with twelve to eighteen months between consecutive events.
0 The initial injection and extraction rates will both be 7,200 gallons per day. This rate may be
increased to as much as 31,200 gallons per day, depending on the results of the early operation.
The injection will be performed on two wells at a time with six extraction wells operating.
O For the purposes of this permit, groundwater monitoring will be performed at Monitoring Wells
CSX-04, CSX-16, CSX-21, CSX-22, CSX-25, CSX-30, CSX-31, CSX-32, and CSX-34 initially, then 45
days after the initial injection, and every March, July, and November thereafter for Water Levels,
pH, Oxidation -Reduction Potential, Dissolved Oxygen, Temperature, Conductivity, Chromium
and Antimony.

. AQUIFER PROTECTION SECTION RECEIVED
APPLICATION REVIEW REQUEST FORM NOV 0 g 2010
Date: November 5, 2010
DENR-FAYETTEVILLE REGIONAL Of
To: ❑ Landon Davidson, ARO-APS ❑ David May, WaRO-APS
X Art Barnhardt, FRO-APS ❑ Charlie Stehman, WiRO-APS
❑ Andrew Pitner, MRO-APS ❑ Sherri Knight, WSRO-APS
❑ Jay Zimmerman, RRO-APS
From: David Goodrich, Land Application Unit
Telephone: [phone] Fax: [phone]
E-Mail: david.goodrich ancdenr.g_ov
A. Permit Number: W00035089
B. Owner: CSX Transportation, Inc..
f
C. Facility/Operation: Former CSXT — Rosindale Derailment Site Groundwater Remediation S.y sy tem = -
X Proposed ❑ Existing ❑ Facility X Operation
D. Application:
I. Permit Type: ❑ Animal ❑ Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon X GW Remediation (ND)
❑ UIC - (5A7) open loop geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: X New ❑ Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Statutory Date: 01/31/2011
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
X Return a Completed APSARR Form. - Please comment
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO.*
* Remember that you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer: Date: //I,S Ob
FORM: APSARR 07/06 Page 1 of 1

A;QUIIFFR PROTECTION SECTION REGIONAL STAFF REPORT
Date: 08/06/10 County: Bladen
To: Aquifer Protection Section Central Office Permittee: CSX Transportation
Central Office Reviewer:rs Project Name: CSX Derailment Remedation Project
Regional Login No: ?? Application No.: W10�6A986
L GENERAL INFORMATION GJ 6Z UD 3 5089 n
1. This application is (check all that apply): ® New ❑ Renewal
❑ Minor Modification ❑ Major Modification
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ® Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
PJ
a. Date of site visit: 07/12/10 -
b. Person contacted and contact information: Dave Brown Proiect Manaizer IHSB-DWM Superfund
c. Site visit conducted by: Jim Barber, Dave Brown and Sean Boyles _J ;
d. Inspection Report Attached: ® Yes or ❑ No.
Is the following information entered into the BIMS record for this application correct?
c
® Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
Groundwater remediation system consisting of injection wells for the remediation of Chromium VI (due to
train car derailment in Bladen County) to Chromium III to Chromium Oxide.
For Disposal and Iniection Sites:
(If multiple sites either indicate which sites the information applies to copy and paste a new section into the
document for each site, or attach additional pages for each site)
a. Location(s): Eight miles east of Clarkton (in the Rosindale Community) off of Hwy 211 (north side
b. Driving Directions: From the Fayetteville Regional Office travel to the Town of Clarkton on Hwv 211.
Take Hwy 211 east from Clarkton to the Rosindale Community. From the intersection of Hwv 211 and
Rosindale Road, go 1.40 miles. Turn left onto a farm path and proceed to the CSX right of way (see
attached map). The site is currently used for row crop farming,. The area of injection has been roped off.
The farm field outside of the roped area is planted in field corn.
c. USGS Quadrangle Map name and number: EMERSON, NC (J-24-NE,j
d. Latitude: 34.434861485 N Longitude:-78.504529728 W (center of roped off area)
FORM: APSARRCSXsiteBladenWI0600060July2010.doc

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
II. NEWAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modircations, skin to next section)
Description Of Waste(S) And Facilities
L Please attach completed rating sheet. Facility Classification:
2. Are the new treatment facilities adequate for the type of waste and disposal system?
❑ Yes ❑ No ❑ N/A. If no, please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes ❑ No ❑ N/A. If no, please explain:
4. Does the application (maps, plans, etc.) represent the actual site (property lines, wells, surface drainage)? ❑
Yes ❑ No ❑ N/A. If no, please explain:
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. ❑ Yes ❑ No ❑
N/A. If no, please explain:
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
❑ Yes ❑ No ❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
❑ Yes ❑ No ❑ N/A. If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ❑ No. If yes, please
attach a map showing conflict areas or attach any new maps you have received from the applicant to be
incorporated into the permit:
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
III. RENEWAL AND MODIFICATIONAPPLICATIONS (use Previous section for new or major modification
systems)
Description Of Waste(S)..And Facilities
1. Are there appropriately certified ORCs for the facilities? ❑ Yes or ❑ No.
Operator in Charge: Certificate #:.
Backup- Operator in Charge: Certificate #:
FORM: APSARRCSXsiteBladenWI0600060July2010.doc 2

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? ❑ Yes or ❑ No.
If no, please explain:
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ❑ Yes or ❑ No. If no, please explain:
4. Has the site changed in any way that may affect permit (drainage added, new wells inside the compliance
boundary, new development, etc.)? If yes, please explain:
5. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
❑ Yes or ❑ No. If no, please explain:
6. Are the existing application rates (hydraulic or nutrient) still acceptable? ❑ Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well network if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Will seasonal or other restrictions be required for added sites? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ❑ No. If yes, please attach a
map showing conflict areas or attach any new maps you have received from the applicant to be incorporated
into the permit:
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct? ❑
Yes or ❑ No. If no, please explain:
11. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No ❑ N/A. If no, please explain:
12. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ® Yes or
❑ No ❑ N/A. Please summarize any findings resulting from this review:
13. Check all that apply: ❑ No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under
moratorium. If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined ❑ N/A:. If no, please explain:
15. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑
Yes or ❑ No ❑ N/A. If yes, please explain. -
FORM: APSARRCSXsiteBladenWI0600060July2010.doc 3

A.QUIIFER PROTECTION SECTION RrEGIONAL STAFF REPORT
IV. INJECTION WELL PERMIT APPLICATIONS (Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells.)
Description Of Well(S) And Facilities — New, Renewal, And Modification
1. Type of injection system:
❑ Heating/cooling water return flow (W)
❑ Closed -loop heat pump system (5QM/5QW)
® In situ remediation (5I)
❑ Closed -loop groundwater remediation effluent injection (5L/"Non-Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ®No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ® No
What is/are the pollution source(s)? Remediation site is currently fallow. Others areas of the field that the
remediation site is a part of are currently in field corn production (used most commonly for animal feed i.e.
poulty, swine, deer, etc). What is the distance of the injection well(s) from the pollution source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? Injection site is on
poperty owned by the late James Lewis, adjacent to the CSX railroad right-of-way. The necessary landowner
certification is provided in the application in Attachment I signed by James Lewis Jr.. ft.
5. Quality of drainage at site: ® Good ❑ Adequate ❑ Poor
6. Flooding potential of site: N Low ❑ Moderate ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ® Yes ® No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program: The existing groundwater monitoring system is highlighted in Appendix H
of the application. It appears that wells CSX-16,17 23 and 22 are located down -gradient of CSX-15 (high
chromium source area and location of two proposed injection wells as depicted on cross-section A -A')_ Well
CSX-16 is approx. 190' down -gradient of CSX-15 and well CSX-23 is approx. 345' down -gradient of CSX-15
It would appear that a monitoring well may need to be at a radius of 250' from CSX-15 to form a complaince
boundary relative to the injection area to quantify any adverse impacts to shallow groundwater relative to the
injection activity at the site or use well CSX-16 as a alternate compliance boundary since the concentration of
chromium is below the 2L standard of 50 ppb.
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ® Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Infection Well Permit Renewal And Modification Only:
FORM: APSARRCSXsiteBladenWI0600060July2010.doc

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
2. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If Yes, explain:
3. For renewal or modification of groundwater remediation permits (of anytype) will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If explain:
4. Drilling contractor: Name:
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: APSARRCSXsiteBladenWI0600060July2010.doc 5

A.QUIFER PROTECTION SECTION REGIONAL STAFF REPORT
V. EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: .
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition Reason
6. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition
Reason
A as -built survery of the injection well locations
The as -built survey is adequate to address the
shall be submitted, within 60 days, after
acutal location of each injection location, within
installation and introduction of the oxidizing
the defined area (shaded) on the submitted site
materials.
plan. Field conditions, i.e
trees/utlities/formation consistency/equipment
access will dictate acutal locations within the
area of interest.
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report preparer(s):
FORM: APSARRCSXsiteBladenWI0600060July2010.doc 6

AQUIFXR PROTECTION SECTION REGIONAL STAFF REPORT
Signature of APS regional supervisor:
Date: 8 / ® Dd c)
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
1Z/jRb T
Enclosed with this staff report is a copy of the 100 year floodplain map and topographic map for the area
depicting the area in and around the injection site, CSX-15. The proposed area of remediation by injection well
technology does not appear to be in a 100 year floodplain of Boggy Creek. Ground surface elevation at the
vicinity of CSX-15 and the injection area is approximately 100' +/- msl and the 100 year floodplain elevation
althought not mapped for the area, would be approximately 85' to 90' +/- msl based on the information in the
floodplain mapping website that illustrates mapped floodplain areas to the south and east of the CSX site.
Those areas mapped east of the site in Bladen County and those mapped south (up to the Columbus/Bladen
County line) indicate fairly narrow width floodplain cross -sections. Based on the topographic elevation in the
mapped areas the floodplain cross-section elevation relative to the surrounding ground surface elevation is
around 3' to 5' below corresponding ground surface elevations. This indicates that in the mapped areas the 100
year floodplain is typically within the banks of surface featurea or just above and outside the banks; not wide
broad floodplains similar to low lying coastal areas.
There are groundwater users in the area of the remediation site (as identified by AMEC in Attachment G of the
application), but none immediately down gradient of injection site. The six nearest private groundwater supply
wells near the injection site would be upgradient and the nearest well appears to greater than 1000' away (Mary
Brown Council well at 9486 HWY 211 E based on Bladen County GIS mapping).
No major or identified industrial/commercial sources of pollution at or near the CSX site (within 2000' of the
property boundary). Possible minor source of ground water impacts in the immediate area of the CSX site
include agricultral activities (row crop production).
A copy of the final UIC permit should be provided to the Solid Waste Section Inactive Hazardous Sites Branch
in the Division of Waste Management. The contact person for this site is Mr. Dave Brown [phone]. The
mailing address is as follows:
Division of Waste Mana ement
Inactive Hazardous Sites Branch
225 Green Street, Suite 714
Fayetteville, NC 28301
Attn: Mr. Dave Brown
FORM: APSARRCSXsiteBladenWI0600060July2010.doc

Parcels
Bladen Tax Cdi d
PID: 3291
PIN: 124500913291
Name1: LEWIS JAMES E JR ET
JX PATRICI
Name2: A
OwnerAddre: 765 RICHARD
,WITCH RD
OwnerState: NC
OwnerZip: 28435
Date Sold: 0
Deed Page: 001
DeedBook: 402
DeedYear: 1998 _
DeedAcres: 106.84
PlatPage:
PlatBook:
TaxDistric: CARVERS CREEK FD
Tota IASVCu: 33540
NeighbCode: 1245
LandASVCur: 33540
ImproveASV: 0
LandRateTy: AC
LandRateCo: OP

GPS Field Sheet
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u� STAfE K
1. WELL CONTRACTOR:
Thomas Bill
Well Contractor (Individual) Name
Bill s Well Drilling Co.. Inc.
Well Contractor Company Name
800 McArthur Rd
Street Address
Favetteville NC 28311
City or Town State Zip Code
9(-10 ) 488-3740
Area code Phone number
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Depat trnent of Emironment ar.d Natural Rescurces- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2111
d. TOP OF CASING IS +3 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance In accordance with 15A NCAC 2C .011 B.
e. YIELD (gpm): 320 METHOD OF TEST DUMQ* la
f. DISINFECTION: Type HTH Amount 10 Ibs
g. WATER ZONES (depth):
Top 205 Bottom 215 Top Bottom
Top 230 Bottom 270 Top Bottom
Top Bottom Top Bottom
Thickness/
2. WELL INFORMATION: : 7. CASING: Depth Diameter Weight Material
WELL CONSTRUCTION PERMIT#WS06-01094 : Top +1 Bottom 100 FL 18" .375 Steel
OTHER ASSOCIATED PERMIT#(if applicable) Top +3 Bottom 205 Ft. 8" 322 Steel
SITE WELL ID #(If appllcable)
Top 215 Bottom 230 Ft. 8" .322 Steel
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public [�
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/1 8/2009
4. WELL LOCATION:
Hwv 211 Council Site
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Clarkton COUNTYBIaden
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ZRat ❑Ridge ❑Other
LATITUDE 36 a]* "DMS OR DD
LONGITUDE75 Il" " DMS OR DO
Lafltude/longitude source: EIGPS []Topographic map
(location of well must be shown on a USGS topo map andattached to
this torn If not using GPS)
5. FACILITY (Name of the business where the well is located.)
Bladen County Water Distric-
Facility Name Facility ID# (If applicable)
Hwy 211 Council Site
Street Address
Elizabethtown NC 28337
City or Town State Zip Code
Randy Gardner
Contact Name
PO Box 2350
Mailing Address
Elizabethtown NC 28337
City or Town State Zip Code
(910, 862-6996
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 283
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO l?'
c. WATER LEVEL Below Top of Casing: 45 FT.
(Use "+" If Above Top of Casing)
rn to: Division of Wa'
8. GROUT: Depth Material Method
Top 0 Bottom 100 FL Cement Pumped
Top Bottom FL
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 205 Bottom 215 Ft. 8 in. 40 In. S_ S.
Top 230 Bottom 270 FL 8 in. 40 in. S.S.
Top Bottom FL In. in.
10. SANDIGRAVEL PACK:
Depth Size Material
Top 0 Bottom 280 FL #4 gravel
Top Bottom FL
Top Bottom FL
11. DRILLING LOG
Top Bottom Formation Description
See Attached
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECO=BEEN E TO THE WELL OWNER.
d 12/18/09
S NAT E OF CERTIF1E9WF7LL CONTRACTOR DATE
Thomas Bill
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Quail tnfonTiation rocessn Form GW-ib
tY _ ,. Pi9, Rev. 2/09
l07=63t)0

Bladen County Test Well
Drilling Log Lithology
Well Site Council
From
To
Formation Description
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10
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10
36
Tan Sand w/shells
36
64
Light Gray Clay
69
81
Light Brown Sand (fine)
81
95
Brown Sand w/shells
95
98
Gray Sandy Clay
98
107
Gray Sand
107
117
Gray Sandy Clay
117
121
Gray Clay
121
128
Gray Sand
128
156
Gray Sand w/clay streaks
156
169
Gray Sandy Clay
169
198
''' Gray Clay
198
201
Gray Sandy Clay
201
218
Gray Sand (fine)
218
219
Rock Layer
219
235
Gray Sand
235
253
Gray Sand w/rock layers
253
274
Gray Sand w/clay streaks
,374
300
Gray Sandy Clay

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Political Areas
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Canty SM)danes
® Eztratemior,ai ,auns6ctions
Base Flootl Elevation (Synbu) North Carolina
® Coastal sarrier Resource Systems
= Coastal Sounas
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Permit: W10600060 Owner - Facility: Csx Transportation Inc
Inspection Date: 0711212010 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
The CSX-Rosindale site is currently a small farm field planted in feed corn. During the site visit on 12 July it was noted
that the area of concern (location of proposed injection sites) was roped off with monitoring wells CSX-26, CSX-15,
CSX-09 and CSX-04 delineating the proposed injection site. No corn was planted within the roped off area. The roped off
area is easily accessible by a dirt road parrallel to the CSX railroad and the southern border of the Lewis property. The
information provided by AMEC concerning the surrounding area is accurate and complete. No new activities where noted
during the site visit within the 1 mile buffer map provided by AMEC as it relates to new homes or private water supply
wells. It should be noted that Bladen County has constructed a new water suppply well and elevated tank approx. 1.60
miles west of the CSX site adjacent to Hwy 211. This well is 283' deep with screen depths from 205' to 215' and 230' to
270' below land surface. It woudl appear that this water supply well is adequately protected by distance from the proposed
injection site and is screened below a confining unit relative to the shallow groundwater that is being treated at the CSX
remediation site.
Dave Brown and Sean Boyles of the Inactive Hazardouse Sites Branch/Superfund Section/Division of Waste
Management also visited the site with me on this date. Dave Brown is the project hydrogeologist for the IHSB overseeing
this project.
Other
Comment:
Yes No NA NE
Page: 2

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: July 2, 2010
To: ❑ Landon Davidson, ARO-APS
❑ David Ma
® Art Barnhardt, FRO-APS
❑ Charlie Sjg
❑ Andrew Pitner, MRO-APS
❑ Sherri
❑ Jay Zimmerman, RRO-APS
C;
From: Michael Rogers Groundwater Protection Unit
Telephone: [phone]
Fax: 919 71
E Mail. Michael.Rogers(iOncmail.net
rai
ill -SRO-ADC
A. Permit Number: WI 0600060
B. Owner: CSX Derailment
C. Facility/Operation:
❑ Proposed ® Existing ❑ Facility ❑ Operation
D. Application:
1. Permit Type: ❑ Animal ❑ SFR-Surface Irrigation❑
Reuse
❑ H-R Infiltration
❑ Recycle ❑ FE Lagoon ❑ GW Remediation (ND)
® UIC
— 5I Groundwater Remediation Well
For Residuals: ❑
Land App. ❑ D&M
❑
Surface Disposal
❑
503 ❑ 503 Exempt
❑
Animal
2. Project Type: ® New
❑ Major Mod. ❑ Minor Mod. ❑
Renewal
❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
NOTE:
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within, please take the following actions:
® Return a Completed APSARR Form and attach laboratory analytical results, if applicable.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO.*
* Remember that you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer: 61, Date:
8iola
FORM: APSARR 07/06 Page 1 of 1

Beverly Eaves Perdue
Governor
A774"AA
NCQENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director . Zoe a
June 22, 2010
Matt Adkins - Environmental Remediation Manager
CSX Transportation
351 Thornton Road
Suite 123
Lithia Springs, GA 30122
Subject: Acknowledgement of Application No. WI0600060
Microwave Tower Rd
Injection In situ Groundwater Remediation Well
Bladen
Dear Mr. Adkins:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on June 17, 2010. This application package has been assigned the number listed above and will be reviewed by
Michael Rogers.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application.
If you have any questions, please contact Michael Rogers at 919-715-6166, or via e-mail at [e-mail]. If the
reviewer is unavailable, you may leave a message, and they will respond promptly. Also note that the Division has reorganized. To
review our new organizational chart, go to http://h2o.enr.state.nc.us/documents/dwq_orgehartpdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
for Debra J. Watts
Supervisor
cc: Fayetteville Regional Office, Aquifer Protection Section
Kathleen Roush, LG., RSM (AMEC - 2200 Gateway Centre Blvd, Suite 205, Morrisville, NC 27560)
Permit Application File WI0600060
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard. Raleigh, North Carolina 27604 T1
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service:1-877-623-6748 dne
�J o�r�thCar©llnr% Internet: www.ncwatemuality.org An Equal Opportunity t Affirmative .Action Employer , A F f
a1&
c

June 16, 2010
Ms. Debra Watts
UIC Program — Aquifer Protection Section
North Carolina DENR - DWQ
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject: Underground Injection Control Permit Application
Former CSXT-Rosindale Derailment Site
Rosindale, Bladen County, North Carolina
Dear Ms. Watts:
On behalf of CSX Transportation, AMEC Earth & Environmental, Inc. (AMEC) is pleased to
provide the following permit application to treat hexavalent chromium in groundwater at the
railroad derailment site located in Rosindale, North Carolina. If you have any questions
regarding the proposed activities, please contact me at [phone].
Respectfully Submitted,
AMEC Earth & Environmental, Inc.
f
Kathleen A. Roush, L.G.
Senior Project Manager
Attachments
CC: Matt Adkins — CSX Transportation
RECEIVED / DENR / DWQ
Aquifer Protection Section
,SUN 17 2010
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Boulevard, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Permit: W10600060
SOC:
County: Bladen
Region: Fayetteville
Compliance Inspection Report
Effective: Expiration: Owner: Csx Transportation Inc
Effective: Expiration: Facility: Microwave Tower Rd
Pin1245000913291
Contact Person: Kathleen Roush
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 07/12/2010
Primary Inspector: Jim Barber
Secondary Inspector(s):
Title:
Certification:
Clarkton NC 28433
Phone: [phone]
Ext.138
Entry Time: 09:15 AM Exit Time: 10:15 AM
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Injection In situ Groundwater Remediation Well (51)
Facility Status: 0 Compliant ❑ Not Compliant
Question Areas:
0 Other
(See attachment summary)
Page:1

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ps
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n•
Proposed Injectio`:
Land Surface West Railroad Line Well Schematic Water Table East
__,._;P r.
CSX-02 CSX-26 (May 19, 2009)
C
:'SX-04 (Projected) (Projected) CSX-15 (Projected) 100 — _--:--�T. — —_ CSX 23 100
60.
BACKFILL
Surficial Soils
90 .1 ! .. . • 90
227 260 (6/96)
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°
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° d °
° d
8 a d <5 Pee Dee .Aquifer ° a d
50 ° 4 d. 4 ° ° 50
SCALE
10 ft.
!rtical Exaggeration 5X
0 50 ft.
LEGEND AMEC Earth & Environmental CLIENT:
2200 G t C ntre Blvd Suite 205
CSX-04
923
BQL
50
Well Name
Total Chromium in Ng/L - May 2009
Results Unless Marked Otherwise
Below Laboratory Quantitation Limit
Isoconcentration Line (Ng/L)
Well Screen Interval
a Abandoned Well
Water Level
_
®
�
Surficial Soils -
Tan Silty Medium to Fine Sand
Pee Dee Confining Unit -
Clay
Pee Dee Aquifer -
Grey Sand with Shell Fragments
a e—.y a .,
Morrisville, NC 27560dMeC
[phone]
CSX TRANSPORTATION, INC.
TITLE
LITHOLOGIC CROSS SECTION A -A'
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DR
JwB
REV
HT
PROD. NO.
643008035
CHK:
HT
DATE:
November4, 2009
DWG NO.
NA
SCALE:
1°=50�
FIGURE NO..
3

Beverly avea Perdue
Governor
Z_
MCDENR
Nord Cardina Jeparirilvil Ot tCl�`Iror►CT en and ��arUrai i _-SJ 1rclaS
Division of kNater Quaiit�t
Coieen H_ Sulifns
JireCior
September 30, 2010
Matt Adkins, Environmental Remediation Manager
CSX Transportation, Inc.
351 Thornton Road, Suite 123
Lithia Springs, GA 30122
Ref: Issuance of Injection Permit WI0600060
CSX Transportation, Inc.
Dear Mr. Adkins:
Dee ~reefilan
S L•
.'eev Lail
REG"EIVED
DENR-FAYETTEVILLE REGIONAL OFFICE
In accordance with the application received on June 17, 2010, we are forwarding permit number WI0600060. This permit
is to inject emulsified edible oil substrate (EOS) and sodium lactate at the CSX Transportation, Inc. derailment spill site
located approximately 830 feet northwest of the intersection of North Carolina Hwy. 211 and Microwave Tower Rd.,
Council, Bladen County, NC 28434. This permit shall be effective from the date of issuance until August 31, 2013, and
shall be subject to the conditions and limitations stated therein, including the requirement to submit a final project
evaluation as stated in PART VII — MONITORING AND REPORTING REQUIREMENTS. Please read the entire
permit to ensure that you are aware of all compliance requirements of the permit.
Please pay special attention to the following Parts in the Permit:
Part VH.1- Within 60 days of completion of the injection event, an `as -built' survey of the location of injection
wells shall be submitted to the Aquifer Protection Section -Underground Injection Control (UIC) Central Office
and the Fayetteville Regional Office Aquifer Protection Section.
29
Part VH.2- The proposed monitoring plan included in the application shall be followed; except that monitoring
shall occur for at least two quarters after laboratory analytical results indicate the contaminants of concern
(COCs) are below 15A NCAC 2L .0200. This is in order to confirm that the remediation is permanent as the
effectiveness of this form of proposed treatment for elevated metals is related to natural pH and redox conditions.
You will need to notify this office and the Fayetteville Regional Office by telephone 48 hours prior to initiation of
operation of the facility. In order to continue uninterrupted legal use of the injection facility for the stated purpose, you
must submit an application to renew the permit 120 days prior to its expiration date. Please contact me at 919-715-6166
or Michael.Rogers(,)ncdenr.gov if you have any questions about your permit.
AQUIFER RRv i ='v i ION SECTION
I' N
1636 N"ail Service Center, Raleigh. Not . ;aro'sina 7e9'-163c
Location: 2728 Capital Boulevard, Raleigh. Norih .arolina 27602t
P 7 ,-3 2` FAX [phone] FA " 919-710-60481 Customer Smice: 1-877-0 3-6748
Phone: g1a_ 3; 2 r ,a: is 91
Iniernet www,.ncwateloualitv.org
An Ecua'. UDoom-Mr, Af6r-aiive c = 0011er

Best Regards,
/lam' � .� _.
Michael Rogers, P.G. (NC FL)
Environmental Specialist
Underground Injection Control Program
cc: Art Barnhardt - Fayetteville Regional Office
Kathleen Roush — AMEC Earth & Environmental, Inc.
WI0600060 Permit File
Keith Rodgers - Division of Waste Management

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions of Article 7, Chapter 87; Article 21, Chapter 143, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
CSX 'Transportation, Inc.
FOR THE CONSTRUCTION AND/OR OPERATION OF 90 TYPE 5I INJECTION WELLS,
defined in Title 15A North Carolina Administrative Code 2C .0209(e)(3)(C), to inject emulsified
edible oil substrate (EOS) and sodium lactate to remediate groundwater contaminated by metals
chromium and antinomy. These injection wells/points will be located at the site of a train derailment
located approximately 830 feet northwest of the intersection of North Carolina Hwy. 211 and
Microwave Tower Rd., Council, Bladen County, NC 28434, and will be operated in accordance with
the application received on June 17, 2010, and in conformity with the specifications and supporting
data all of which are filed with the Department of Environment and Natural Resources and are
considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the Water
Use Act or any other applicable Laws, Rules, or Regulations. Operation and use of an injection well
shall be in compliance with Title 15A North Carolina Administrative Code 2C .0100 and .0200, and
any other Laws, Rules, and Regulations pertaining to well construction and use.
This permit shall be effective, unless revoked, from the date of its issuance until August 31, 2013,
and shall be subject to the specified conditions and limitations set forth in Parts I through X hereof.
Permit issued this the 30t ` day of September 2010.
A
�Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit No. WI0600060 PAGE 1 OF 7
ver. Jan2010 AP/UIC-6

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
1. The Permittee must comply with all conditions of this permit and with the standards and criteria
specified in Criteria and Standards Applicable to Injection Wells (15A NCAC 2C .0200). Any
noncompliance with conditions of this permit constitutes a violation of the North Carolina Well
Construction Act and is grounds for enforcement action as provided for in N.C.G.S. 87-94.
2. This permit shall become voidable unless the facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
This permit is valid only for construction of the number of injection wells described in the
application and other supporting data. Construction of additional injection wells must be
approved in advance by the Aquifer Protection Section.
4. Each injection well shall not hydraulically connect separate aquifers.
5. Each injection well shall be constructed in such a manner that water from land surface cannot
migrate into the gravel pack or well screen.
6. Each injection well shall be secured to reasonably insure against unauthorized access and use.
Each well shall be permanently labeled with a warning that it is for injection purposes and the
entrance to each well must be secured with a locking cap.
7. Each injection well shall be afforded reasonable protection against damage during construction
and use.
8. Each injection well shall have permanently affixed an identification plate.
9. Within 30 days of completion of well construction, a completed Well Construction Record
(Form GW-1) must be submitted for each injection well to:
Aquifer Protection Section-UIC Staff
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART II - WELL CONSTRUCTION SPECIAL CONDITIONS
At least forty-eight (48) hours prior to constructing each injection well, the Permittee shall notify the
Aquifer Protection Section -Underground Injection Control (UIC) Central Office staff, telephone
number [phone] and the Fayetteville Regional Office Aquifer Protection Section Staff,
telephone number [phone].
Permit No. WI0600060 PAGE 2 OF 7
ver. Jan.2010 AP/UIC-6

PART IJI - OPERATION AND USE GENERAL CONDITIONS
r r
1. This permit is effective only with respect to the nature, volume of materials, rate of injection, and
number of injection wells as described in the application and other supporting data.
2. This permit is not transferable without prior notice to, and approval by, the Director of the
Division of Water Quality (Director). In the event there is a desire for the facility to change
ownership, or there is a name change of the Permittee, a formal permit amendment request must
be submitted to the Director, including any supporting materials as maybe appropriate, at least
30 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee of the responsibility of complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by other local, state,
and federal agencies which have jurisdiction. Furthermore, the issuance of this permit does not
imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
The injection facility shall be effectively maintained and operated at all times so that there is no
contamination of groundwater which will render it unsatisfactory for normal use. In the event
that the facility fails to perform satisfactorily, including the creation of nuisance conditions or
failure of the injection zone to adequately assimilate the injected fluid, the Permittee shall take
immediate corrective actions including those actions that may be required by the Division of
Water Quality such as the repair, modification, or abandonment of the injection facility.
2. The Permittee shall be required to comply with the terms and conditions of this permit even if
compliance requires a reduction or elimination of the permitted activity.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwater resulting from the operation of this facility.
PART V - OPERATION AND MAINTENANCE REQUIREMENTS
1 The injection facility shall be properly maintained and operated at all times.
2. The Permittee must notify the Division and receive prior written approval from the Director of
any planned physical alterations or additions in the permitted facility or activity not specifically
authorized by the permit.
At least forty-eight (48) hours prior to the initiation of the operation of the facility for injection,
the Permittee must notify by telephone the Aquifer Protection Section-UIC, Central Office staff,
telephone number [phone]. Notification is required so that Division staff can inspect or
otherwise review the injection facility and determine if it is in compliance with permit
conditions.
Permit No. WI0600060 PAGE 3 OF 7
ver. Jan.2010 AP/UIC-6

PART VI - INSPECTIONS
l . Any duly authorized officer, employee, or representative of the Division of Water Quality may,
upon presentation of credentials, enter and inspect any property, premises, or place on or related
to the injection facility at any reasonable time for the purpose of determining compliance with
this permit, may inspect or copy any records that must be maintained under the terms and _
conditions of this permit, and may obtain samples of groundwater, surface water, or injection
fluids.
2. Department representatives shall have reasonable access for purposes of inspection, observation,
and sampling associated with injection and any related facilities as provided for in N.C.G.S. 87-
90.
3. Provisions shall be made for collecting any necessary and appropriate samples associated with
the injection facility activities.
PART VII - MONITORING AND REPORTING REQUIREMENTS
1. Within 60 days of completion of the injection event, an `as -built' survey of the location of
injection wells shall be submitted. to the Aquifer Protection Section -Underground Injection
Control (UIC) Central Office and the Fayetteville Regional Office Aquifer Protection Section at
the addresses referenced below.
2. The proposed monitoring plan included in the application shall be followed; except that
monitoring shall occur for at least two quarters after laboratory analytical results indicate the
contaminants of concern (COCs) are below 15A NCAC 2L .0200. All sample results shall be
submitted to the Aquifer Protection Section's Fayetteville Regional Office and the Raleigh
Central Office. Any monitoring (including groundwater, surface water, or soil sampling) deemed
necessary by the Division of Water Quality to insure surface and ground water protection, will be
established and an acceptable sampling reporting schedule shall be followed.
3. The Permittee shall submit an Injection Event Record within 30 days of completing each
inj ection.
4. The Permittee shall produce a final project evaluation within 9 months after completing all
injection -related activity associated with this permit or produce a project interim evaluation
before submitting a renewal application for this permit. This document shall assess the injection
projects findings in a written summary. The final project evaluation shall also contain
monitoring well sampling data, contaminant plume maps and potentiometric surface maps.
Permit No. WI0600060 PAGE 4 OF 7
ver. Jan.2010 AP/UIC-6

5. The monitoring results and the final project eZaluatian shall be submitted to:
Aquifer Protection Section-U1C Staff
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
and to:
Aquifer Protection Section
DENR-DWQ Fayetteville Regional Office
Systel Building
225 Green St., Suite 714
Fayetteville, NC 28301-5094
6. The Permittee shall report by telephone, within 48 hours of the occurrence or first knowledge of
the occurrence, to the Fayetteville Regional Office, telephone number [phone], any of the
following:
(A)Any occurrence at the injection facility which results in any unusual operating
circumstances;
(B) Any failure due to known or unknown reasons, that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures.
7. Where the Permittee becomes aware of an omission of any relevant facts in a permit application,
or of any incorrect information submitted in said application or in any report to the Director, the
relevant and correct facts or information shall be promptly submitted to the Director by the
Permittee.
8. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall take such
immediate action as may be required by the Director.
PART VIII - PERMIT RENEWAL
In order to continue uninterrupted legal use of the injection facility for the stated purpose, the
Permittee must submit an application to renew the permit 120 days prior to its expiration date.
PART IX - CHANGE OF WELL STATUS
1. The Permittee shall provide written notification within 15 days of any change of status of an
injection well. Such a change would include the discontinued use of a well for injection. If a
well is taken completely out of service temporarily, the Permittee must install a sanitary seal. If a
well is not to be used for any purpose that well must be permanently abandoned according to
15A NCAC 2C .0113, Well Construction Standards.
Permit No. WI0600060 PAGE 5 OF 7
ver. Jan.2010 AP/UIC-6

2. When operations have ceased at the facility and a well will no longer be used for any purpose,
the Permittee shall abandon that injection well in accordance with the procedures specified in
15A NCAC 2C .0113(b), including but not limited to the following:
(A) All casing and screen materials may be removed prior to initiation of abandonment
procedures if such removal will not cause or contribute to contamination of the. -
groundwaters.
(B) The entire depth of each well shall be sounded before it is sealed to insure freedom from
obstructions that may interfere with sealing operations.
(C) The well shall be thoroughly disinfected, prior to sealing, if the Director determines that
failure to do so could lead to the contamination of an underground source of drinking
water.
(D) Drilled wells shall be completely filled with cement grout, or bentonite grout which shall
be introduced into the well through a pipe which extends to the bottom of the well and is
raised as the well is filled.
(E) In the case of gravel -packed wells in which the casing and screens have not been
removed, neat -cement, or bentonite grout shall be injected into the well completely filling
it from the bottom of the casing to the top.
(F) In those cases when, as a result of the injection operations, a subsurface cavity has been
created, each well shall be abandoned in such a manner that will prevent the movement
of fluids into or between underground sources.of drinking water and in accordance with
the terms and conditions of the permit.
(G) The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified in
15A NCAC 2C .0213(h)(1) within 30 days of completion of abandonment.
3. The written documentation required in Part IX (1) and (2) (G) shall be submitted to:
Aquifer Protection Section-UIC Staff
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART X — WORKER PRECAUTIONS DURING APPLICATION
1. Some effects reported to be associated with the product proposed to be used are as follows: eye,
skin, nose, throat, and lung irritation. If the product is released into the environment in a way
that could result in a suspension of fine solid or liquid particles (e.g., grinding, blending,
vigorous shaking or mixing), then proper personal protective equipment should be used. The
application process should be reviewed by an industrial hygienist to ensure that the most
appropriate personal protective equipment is used.
Permit No. WI0600060 PAGE 6 OF 7
ver. Jan.2010 AP/UIC-6

2., Tersotn' working with these products should wear goggles or a face shield, gloves, and protective
clothing. Face and body protection should be used for anticipated splashes or sprays.
3. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
permitted in the application area during or immediately following application.
4. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
5. The Material Safety Data Sheets should be followed to prevent incompatible or adverse reactions
and injuries.
Permit No. WI0600'0'60'r PAGE 7 OF 7
ver. Jan2010 AP/UIC-6

LETTER OF TRANSMITTAL
SEp 0 7 2010
pENR sFAYEfTENLLE REGIONAL OFFICE
TO: NCDENR—DWQ-APS DATE: 9-2-2010
225 Green Street, Suite 714 PROJECT NO.: 643008037
Fayetteville, NC 28301-5043 PROJECT NAME: CSX Rosindale Site
SUBMITTED BY: Jay Bennett, PG, RSM
ATTENTION: Mr. Art Barnhardt
THE ENCLOSED DOCUMENTS AND/OR DRAWINGS ARE SUBMITTED:
❑ FOR YOUR APPROVAL ❑ AS REQUESTED ® FOR YOUR REVIEW AND COMMENT
❑ FOR YOUR INFORMATION ❑ FOR YOUR SIGNATURE ❑ FOR YOUR USE
NUMBER OF
COPIES: DESCRIPTION:
1 CSX —Rosindale Site- REC Site #NONCD 0002776
REMARKS:
Art — This application and permit will accompany the forthcoming non -discharge permit application for
this site. I will also need to increase the number of monitoring wells for this site which will be sent to you
soon.
I&A Thanks for your help — Jay
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Boulevard. Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

NORTH CAROLINA DEPARTMENT OF ENV]RONMENT & NATURAL RESOURCES
DIVISION OF WATER QUALITY — GROUNDWATER �j
APPLICATION FOR PERMIT TO CONSTRUCT A RECOV f V' M
(Please Type or Print Clearly) SEP 0 7 20iD
Date. August 31, 2010 County (�ENBlladen
In accordance with the provisions of Article 7, Chapter 87, General Statutes of Idoifli Caro na and regulations pursuant
thereto, application is made for a permit to construct recovery wells.
1. Name of Applicant: CSX Transportation Inc (C/o Mr. Matt Adkins) (Telephone: [phone] )
Applicant's Mailing Address: 351 Thornton Road Suite 125 Lithia Springs Georgia 30122
2. Name of Property Owner (if different from Well Owner): James E., Jr. and Patricia Lewis
Owner's Mailing Address: 765 Richard Switch Road Currie North Carolina 28435
3. Contact Person: Jay Bennett. PG RSM — Project Manager (Telephone: [phone] }
4. Location of Property: NC Highway 211 Rosindale North Carolina (Parcel No 124500913291)
5. Reason for Recovery Well(s): Remediation Activities
(ex: groundwater contamination, remediation, etc.)
6. Type of facility or site for which the recovery well(s) is needed: Former Waste Disposal Spill Site
(ex: existing nondischarge facility, waste disposal site, landfill, underground storage tank, etc.)
7. Type of contamination being recovered (if applicable): Heavy Metals
8. Are any existing monitor wells associated with the proposed recovery well(s)? Yes If yes, how many? 18
Monitoring Well Construction Permit No. Unknown
9. Distance to a known waste or pollution source: 100 to 300 feet
10. Are any water supply wells located less than 500 feet from the proposed recovery wells? No
11. Well Contractor: Parratt-Wolff, Inc. If yes, give distance: feet
12. Well Contractor Certification #: 2489
13. Well Contractor's Address: 501 Millstone Drive, Hillsborough North Carolina 27278
RECOVERY WELL INFORMATION
1. Total Number of Wells to be constructed: 6 (EW-1 — EW-6)
Number completed in bedrock? 0
Number completed in unconsolidated sediments? 6
Completed in unconsolidated material? 0
2. Estimated depth of well(s): 25 feet
2A. Estimated screen interval (feet below land surface)
6 to 25
FOR OFFICE USE ONLY
_PERMITTED ACTIVITY
U.S.T. LEAK DETECTION
_GROUNDWATER QUALITY STANDARDS
VIOLATIONS SUSPECTED UNPERMITTED
ACTIVITIES
_NOTICE OF NON-COMPLIANCE AT
UNPERMITTED FACILITIES
PERMIT NO. ISSUED 1g
INCIDENT #
3. Will gravel or sand pack be used? Yes If yes, for what interval: 3 feet to 25 feet
GW-22R (3/2000) (Continued on reverse)

4. Type of casing used: SCH 40 PVC (See Figure G4) ��F
(ex: PVC, stainless steel, galvanized steel, etc.) 7 2010
5. Diameter of casing: 4 inches
DENR-FAYETTULLE REGIONAL OFFICE
6. Thickness of casing 0.237 inches
7. How will the well(s) be secured? Lockable bolt down covers
8. Estimated pumping rate: 3 to 6 (GPM)
9. Estimated beginning construction date: October 2010
10. Estimated completion date: November 2010
ADDITIONAL INFORMATION [REQUIRED INFORMATION]
(APPLICATION CANNOT BE PROCESSED WITHOUT THIS INFORMATION)
1. ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 — PROPOSED RECOVERY WELL(S) See Figure Attachment G1
2 — ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY
BOUNDARY See Figure Attachment G1
3 — ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES See Figure Attachment
11 — No wells within the 500 foot radius. Four wells noted on map within Y.-mile radius.
4 — AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS, ETC.)
Site is 0.375 miles NW of intersection of INC Hwy 211 and Microwave Tower Road (See Figure 1)
2 PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMETER, ESTIMATED DEPTH,
SCREEN INTERVALS, SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESS,
WELL HEAD COMPLETION DETAILS, ETC.) See Figure Attachment G4
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with
approved specifications and conditions of the Well Construction Permit as regulated under the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts
full responsibility for compliance with these rules.
(See Applicant Consent Form — Attached)
Signature of Applicant or Agent
1-7
applicable)
If the property is owned by someone other than the applicant, the property owner hereby
consents to allow the applicant to construct recovery wells as outlined in this application and that it
shall be the responsibility of the applicant to ensure that these recovery wells conform to the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C).
(See Property Owner Consent Form — Attached)
Signature of Property Owner (if different from applicant)

CUENTt
SITE LOCATION AND TOPOGRAPHIC MAP
AMEC Earth & Environmental
�*-
FORMER DERAILMENT SITE
2200 Gateway Centre Blvd,, Suite 205
401F
LE APPROX.
ROSI:NDALEj NC
Morrisville, North Carolina 27560 K
1,200'
Dk JWB I.REY.
NOTE: Reference 7.,5 USGS Quadrangle
for Council &
amec
CHK: HMT
I DATE: 08-18-2010
Emerson, NC
GURE 1
PROj, NO.: 643008035

>X-21 CSX-22A
,BQL) I�k
CSX-22
(84L)
10
O ` `
EVE/-04 `� CSX-20 ~• EW-02
N-05• Q ��
CSX-09 � G)
b —CSX-15
X-0.4 O CSX-14�
CS
(7�a)\'\ ® \ CSX-10
r' 'AC SX-02 EW-03`CSX-03.4 �
EW-06�...a Q CSX-26(rsr2) ,) EW-01
L
CSX-16
\I �
% CSX-11
CSX-1A
C
CSX-23
CSX-17
CSX-12
CSX-24
/(10L)

• Approximate Well Locations
Spill Location
0.25 Mile Buffer
1 Mile Buffer
Private Well
Absent.
Present
Possible, Unconfirmed

PROJECT NAME: Former Derailment Site
LOCATION: Rosindale, NO
CLIENT: CSX Transportation
SUBCONTRACTOR: Parratt-Wolff
DRILLER: Butch Stevens
ELECTRICAL LEAD CONNECTION
CONCRETE PAID
(SLOPED TO DRAIN) —1
GROUND
SURFACE a,
WELL SEAL
CEMENT/BENTONITE GROUT —_—`
2% BENTONITEBY WEIGHT
4"SCHEDULE 40;FLUSH
THREADED P.V.C.
WELL CASING
3/8" DIA. BENTONITE PELLETS
#3 SILICA SAND ---�
4" SCHEDULE 40, PVC
SLOTTED WELL
SCREEN W1.010 SIZE OPENINGS
FLUSH THREADED PLUG
WELL NUM.
INSTALLAT
FIELD RQP?
PROJECTP
FLUSH -MOUNTED
PROTECTIVE COVER
(12" DIA. BOLT -DOWN)
0
QUICK CONNECT FITTING 0
TO WATER SUPPLY LINE
TOP OF ANNULAR SEALANT
— TOP OF SAND PACT(
5.0'
25.0'
25.0'
PREPARED BY.: Attachment
2200 Gateway Centre Blvd. EXTRACTION WELL
Suite 205
aa*e *"Morrisville, NC 27560 G4 CONSTRUCTION SCHEMATIC
[phone]

2+yi l
y YN
CERTIFICATION (to be signed as required below or by that person's authorizegVe'41:1)
NCAC 15A 2C .0211(b) requires that all permit applications shall be signed as follows
1. for a corporation: by a responsible corporate officer ,��t���'�
2. for a partnership or sole proprietorship: by a general partner oto?ai 'oprietor,
respectively
a 3. for a municipality or a state, federal, or other public agency: by either a principal
executive officer or ranking publicly elected official
4. for all others: by the well owner.
If an authorized agent is signing on behalf of the applicant, then supply a letter
signed by the applicant that names and authorizes their agent.
I hereby certify under penalty of law that I have personally examined and am familiar
with the information submitted in this document and all attachments therein, and that,
based on my inquiry of those individuals immediately responsible for obtaining said
information, I believe that the information is true, accurate, and complete. 1 am aware
that there are penalties, including the possibility of fines and imprisonment, for
submitting false information. I agree to construct, operate, maintain, repair, and if
applicable, abandon the injection well(s) and all related appurtenances in accordance
with the approved specifications and conditions of the Permit.
Printed Name and,T
Signature:
1 14
N
0
,, L al)rkos
d, 40 A
Date: S-Z $-/b

CONSENT OF PROPERTY OWNER (if the property is not owned by the applicant)
("Owner" means any person who holds the fee or other property rights In
the well being constructed. A well is real property and its construction on
land shall be deemed to vest ownership In the land owner, in the absence
of contrary agreement in writing.)
As owner of the property on which the injection well(s) are to be constructed and
operated, I hereby consent to allow the applicant to construct each injection well as
outlined in this application and agree that it shall be the responsibility of the applicant to
ensure that the injection well(s) conform to the Well Construction Standards (Title 15A
NCAC 2C .0200).
Printed Name and Title: LKa.. 0 19 aw„s„fL
Signature:�� ��_�_ �� _ Date: / !�

'�-Oh d ecl__-"'�'
UNDERGROUND INJECTION CONTROL PERMIT APPLICATION
FORMER CSXT-ROSINDALE DERAILMENT SITE
ROSINDALE, BLADEN COUNTY, NORTH CAROLINA
Site ID No.: NONCD 0002776
Latitude and Longitude: 34.43503°, 78.504337'
Registered Environmental Consultant:
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, North Carolina 27560
June 16, 2010
J 7 !
Harold Thurston, PG Kathleen A. Roush, L.G., RSM
Senior Project Manager Senior Project Manager.,
RECEIVED ! DENIR 10.11E-?
Aquifer Protection Sec%00
i U N
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

LETTER OF TRANSMITTAL
TO: NCDENR-DWQ-APS
Groundwater Protection Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
ATTENTION: Thomas Slusser-UIC
ameO
DATE: 10-29-2010
PROJECT NO.: 643008037
Former CSX Rosindale
PROJECT NAME: Derailment Site-Bladen Co
REC Site # NONCD 0002776
SUBMITTED BY: Jay Bennett, PG, RSM
THE ENCLOSED DOCUMENTS AND/OR DRAWINGS ARE SUBMITTED:
FOR YOUR APPROVAL ❑ AS REQUESTED FOR YOUR REVIEW AND COMMENT
FOR YOUR INFORMATION ❑ FOR YOUR SIGNATURE K FOR YOUR USE
NUMBER OF
COPIES:
DESCRIPTION:
1
Original Non -Discharge Remediation Permit Application - Rosindale Site
2
Copies of Non -Discharge Remediation Permit Application - Rosindale Site
1
Application Fee
c�
N
o
m
N
�
REMARKS: Thomas- Please call if questions- Thanks Jay
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

10NOV "2 PIM 2. 23
NON DISCHARGE PERMIT APPLICATION
FORMER CSXT-ROSINDALE DERAILMENT SITE
ROSINDALE, BLADEN COUNTY, NORTH CAROLINA
SITE ID NO. NONCD 0002776
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
Submitted to:
North Carolina Department of Environment
and Natural Resources
Division of Water Quality,
Aquifer Protection Section, Permits Group
Prepared for:
CSX Transportation, Inc.
Jacksonville, Florida
Submitted by:
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd., Suite 205
Morrisville, North Carolina 27560
October 29, 2010
AMEC Project No. 643008037
www.amec.com
Tel — [phone]
Fax — [phone]

ameO
NON DISCHARGE PERMIT APPLICATION
FORMER CSXT-ROSINDALE DERAILMENT SITE
ROSINDALE, BLADEN COUNTY, NORTH CAROLINA
Site ID No.: NONCD 0002776
Latitude and Longitude: 34.435030, 78.5043370
Registered Environmental Consultant:
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, North Carolina 27560
October 29, 2010
- / ox�'�
Kathleen A. Roush, L.G., RSM
Department Manager
n f
Susan nson, PE
Principle Engineer
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

State of North Carolina
' Department of Environment and Natural Resources 1
Division of Water Quality C ICi C.
Non -Discharge Permit Applicatioit.fbfm
(THIS FORMMAYBE PHOTOCOPIED FOR USEASA�p
N ORIGRUL)
GROUNDWATER REMEDIATI ' V49 T. 23
This permit application form is for systems which use either infiltration galleries or injection wells to discharge treated groundwater
into the subsurface. Each section of this application must be completed unless otherwise noted. Contact the Aquifer Protection Section
at [phone] to obtain Groundwater Remediation Permit Application Guidelines.
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): CSX Transportation
2. Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its
compliance): Matt Adkins Title: Manager Environmental Remediation
3. Mailing address: CSX Transportation, 351 Thornton Road, Suite 125
4. City Lithia Springs State: Georgia Zip: 30122
Telephone Number: ([phone] Fax: [phone])
Project Name (please specify the name of the facility or establishment - should be consistent on all documents
included in this application package: Former CSXT- Rosindale Derailment Site
6. Location of Remediation Activities (Street Address): _106-acre parcel situated off NC Highway 211 approximately
eight miles southeast of Clarkton identified with PIN 1245000913291 The site is present to the north of the railroad
tracks running parallel to NC Highway 211 The nearest intersection is Microwave Tower Road and NC Highway
211, approximately 830 feet south of the site Access to the site is gained from an unpaved access road that connects
to NC Highway 211. City: Rosindale State: North Carolina Zip:28433
7. County of Remediation Activities: Bladen
8. Latitude: 34.43503 ; Longitude 78.504337 of Remediation Activities.
9. Contact person who can answer questions about application: Name: KathleenRoush, LG, RSM
Telephone Number: _( 919 ) 447-2750 Email: Kathy roush(2amec com
Application Date:
10. Fee Submitted: $1,310 (Refer to fee schedule at hA ://h2o.enr.state.nc.g aps/gpu/NDgLRemedy htm)
II. PERMIT INFORMATION: Application No. (will be completed by DWQ):
1. Specify whether project is: Yes new; renewal"; modification
* For renewals, complete only sections I, II, and applicant signature (on page 8). Submit only pages 1, 2, and 8 (original
and three copies of each). Engineer's signature not required for renewal without other modifications.
2. If this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number: NA and its issue date: NA
FORM: GWRS 02/06 Page 1 of 10

III. INFORMATION ON CONTAMINATED GROUNDWATER: ,
1. List the principal products or services provided by facility: None — Agricultural Field
2. Remediation Site Owner: _ Federal; _ State; 2L Private; _Public; _ Native American Lands; _ Other (specify)
3. Groundwater Incident Number (if known): NONCD 0002776 (note: this is a DENR IHSB REC Site)
4. Is this application for facilities subject to UST Trust Fund reimbursement? Yes; X No.
Has a comprehensive site assessment and corrective action plan been submitted and approved for this project? X Yes;
No. Please provide two copies of each and two copies of the approval letter (if applicable). (see Appendix A and B.
respectively)
6. Provide a brief description of the events or cause of the groundwater contamination: On November 8. 1986, a CSXT
train derailment resulted in the release of approximately 90,000 gallons of methanol 13,500 gallons of sodium
dichromate_, 19,000 gallons of ethylene glycol and 8,200 pounds of chromic acid Most of the methanol and ethylene
glycol was consumed by an ensuing fire The materials released were contained by dams erected in the drainage
ditches, but not before the liquid had traveled laterally for several hundred feet Extensive assessment and remedial
activities (see Appendices A and B) have been conducted over the last two decades and currently, the constituents of
concern remaining include hexavalent chromium (Cr(VI)) and antimony (see Appendix Q.
7. List contaminants detected: Hexavalent Chromium and Antimonv
8. Volume of groundwater to be remediated per day: up to 31,200 gallons (per day)
9. Explanation of how volume was determined: A pre-iniection test was completed using municipal water to
determine the rate at which water could be infected The formation took 5 gom with no increase in pressure above <
1 psi (gravity feed). During full scale iniection the iniection system will be equipped with the necessary gauges to
monitor iniection pressures and iniection volumes at each iniection point However, based on the site hvdrogeologic
conditions and iniection test, it is likely that the proposed volumes can be iniected using gravity feed without
pressurizing the wells. Information related to the site hydrogeologic conditions to support the volume determination
is included in Appendix D. Infection fluid composition and design rational is included in Appendices E and F
respectively.
IV. GENERAL DESIGN INFORMATION:
1. Specify the type of system that is being installed: infiltration gallery; X injection well other (specify):
2. Provide a brief description of all components of the treatment and disposal system (i.e., treatment units, pumps, tanks,
chemical feed system, injection and/or recovery wells, etc.): The iniection well and treatment system will consist of 40 to 45
Permanent iniection well point pairs Ge. 80 to 90 wells) a mobile venturi chemical iniection system and groundwater
extraction wells. Each inflection well point pair will consist of a shallow and deep zone well screen installed in the aquifer
to facilitate delivery of the groundwater treatment solution to the aquifer. The venturi chemical iniection system will be
brought to the site for each meection event and will consist of a chemical feed tank with the iniectate and venturi pipe
manifold system (ie includes gate valve, flow and pressure gauge) to be connected to each well to deliver the iniection
fluid. Supply water for the ground water treatment solution will originate' from six groundwater extraction wells
equipped with a temporary eet pump that will deliver water as needed to each iniection well pair. A detailed complete
explanation of the iniection procedures and equipment is included in Appendix G.
3. 15A NCAC 2C .0213 (Well Construction Standards, Applicable to Injection Wells) requires that contaminant levels in
the fluid injected into any well be monitored; therefore, a sampling port must be provided on the effluent lines (treated
water prior to being injected into the wells or infiltration gallery). The permit will specify the requirements for monitoring
this effluent. Identify the location in the plans/specifications where the sampling port design is detailed: Each iniection
well will have a temporary connection Sttfngs to the iniection line and oil solution feed system A sampling Dort for
the iniectate solution is shown on the Figures shown in Appendix G. Each extraction well can be sampled via the
access port located in -line prior to entering the iniection well (see Figure G2)
FORM: GWRS 02/06 Page 2 of 10

V. DESIGN INFORMATION FOR INFILTRATION GALLERIES: .
Information in this section does not apply and had therefore is left' blank
1. Specify the dimensions of each infiltration gallery: (a) L= ft. W= ft. D= ft.
(b) L= ft. W= ft. D= ft.
(c) L= ft. W= ft. D= ft.
2. The static groundwater level at the gallery location isfeet. The vertical separation between the gallery trench bottom and the
mean seasonal high water table is feet.
3. A North Carolina licensed soil scientist must provide an evaluation of the soils where the infiltration gallery will be located
and must specify an acceptable loading rate (amount of water gallery can accept). This evaluation should determine
whether the loading rate shall be based upon only the surface area of the infiltration gallery or whether it is appropriate to
include some of the side wall depth.
a. What is the area used to determine the loading rate? square feet. This area
should include only the surface area. No side wall depth should be included in this calculation.
b.
C.
The recommended loading rate is
Indicate the theory behind the loading rate determination:
(Attach all calculations).
4. Briefly describe any mounding of groundwater, above the static groundwater levels, that may result from infiltration
(Attach calculations and/or diagrams):
VI. DESIGN INFORMATION FOR INJECTION WELLS:
1. Identify the principal aquifer to which the injection wells will be discharging: Shallow Unconfined Surficial
Aquifer. See Appendix D for a description of the site geology and hydroaeolozy.
2. Is the aquifer identified above the same aquifer from which the contaminated groundwater was extracted?
_ Yes X No. If No, describe how the aquifers are hydraulically related:
3. Briefly describe any mounding of groundwater, above the static groundwater levels, that may result from the
injection (please attach calculations and/or diagrams): Groundwater mounding at the site was determined by a field
injection feasibility pilot study (see Appendix F) The field results were confirmed by simulated groundwater
extraction and mounding calculations that indicated 0.7 ft of mounding would occur using the current design
Calculations to support this design is provided in Appendix G.
FORM: GWRS 02/06 Page 3 of 10

4. Characteristics of injection well(s) [attach additional sheets if necessary]: Location and construction schematic of the
shallow and deep screened well pairs are as follows (see Appendix G).
Injection Well
Characteristics
Well A
Shallow Screen Wells
Well B
Deep Screen Wells
Well C
Depth (feet)
15
25
Diameter (inches)
2
2
Injection rate (GPM)
3 to 5
5 to 8
Injection volume (GPD)
3,125
3,125
Injection pressure (PSI)
1 to 5
1 to 5
Injection temp. (°C)
Ambient
Ambient
Casing material
PVC
PVC
Depth of casing (feet)
10
20
Casing diameter (inches)
2
2
Casing schedule number
Sch 40
Sch 40
Cement grout/bentonite seal
(primary or inner casing)
from _0_ ft.
to _8_ ft.
from _0_ ft.
to _18_ ft.
from ft.
to ft.
Cement grout (outer casing, if
applicable)
from ft.
to ft.
from ft.
to ft.
from ft.
to ft.
Screened or uncased interval (if
applicable)
from _10_ ft.
to _15_ ft.
from _20_ ft.
to 25 ft.
from ft.
to ft.
Type of screen manufactured or
hand slotted (if applicable)
Manufactured/Sch.
40/PVC/w.010"slot
Manufactured/Sch.
40/PVC/w.0101'slot
Screens inner diameter (inches -if
applicable)
1.8
1.8
Gravel pack (if applicable)
from _8_ ft.
to _15_ ft.
from _18_ ft.
to 25_ ft.
from ft.
to ft.
Well contractor
Parrott Wolfe Drilling
Parrott Wolfe Drilling
Contractor Registration No.
3367
3367
FORM: GWRS 02/06 Page 4 of 10

VH. ADDITIONAL INFORMATION:
1. Classification of the closest down slope surface waters: C: SW of Boggy Branch (as established by the Environmental
Management Commission and specified on page 7 of this application).
2. In accordance with 15A NCAC 2H .02 19 0) (3), describe which measure is being utilized to prevent overflows into
down slope surface waters or adjacent aquifers in the event of a power failure or equipment malfunction.
The injection system will be operated manually by a remediation operator and the injection process will be
performed each day during the 2 to 3 week period of operation Therefore any equipment failures will be
noted by the operator and the equipment shut down to perform corrective action
3. The applicable buffers should be met in accordance with 1 5A NCAC 2H .0200 and 1 5A NCAC 2H .0400. Some of those
buffers are described below:
a. 100 feet between injection wells or infiltration galleries and any private or public water supply source;
b. 50 feet between injection wells and waters classified as WS, B, or other streams, canals, marshes, lakes,
impoundments, or coastal waters;
C. 100 feet between infiltration galleries and waters classified as WS, B, or other streams, canals, marshes, lakes,
impoundments, or other coastal waters;
d. 100 feet between injection wells or infiltration galleries and the mean high water of waters classified as SA or SB;
e. 100 feet from injection well and infiltration gallery treatment and disposal systems and the normal high water of Class I
and Class II impounded reservoirs which are used as a source of drinking water;
f. 50 feet from injection well and infiltration gallery treatment and disposal systems and property lines.
If any of the applicable buffers cannot be met, please explain how the proposed buffers will provide equal or better
protection of the surface or groundwater with no increased potential for nuisance conditions: Condition "V cannot be
met. Compliance can be achieved by adherence to the monitoring plan and establishing a compliance boundary (see
Appendix H, Figure Hl). Compliance wells will be monitored per the plan on a quarterly basis
4. Substances may be added to enhance in situ treatment. If microbial additives or cultures are added in the effluent, the
approval must be provided by the North Carolina Division of Epidemiology certifying its use for remediation purposes. In
lieu of the Division of Epidemiology approval, risk assessment data, toxicological exposure data, or approval from another
State may be provided certifying an exposure risks. Will any substances be added to the effluent to enhance in situ
treatment? X Yes; No. If Yes, provide a detailed description of these substances, including amounts to be
added. In addition, please attach any studies which describes the instances in which these substances have been used:
The injectant will consist of emulsified Oil with 4% sodium lactate The concentration of the mixture at the
point of iniection will be 1% Emulsified Oil solution with 99% water. The proposed iniection will occur over a
period of 2 to 3 years and the maximum number of events will be 3 The expected duration of each iniection
event will be 2 to 3 weeks with 12 to 18 months between events Refer to Appendix E for injection fluid
composition and Appendix F for the iniection rational used to develop remedial approach for the site Each
infection event will consist of 250,000 gallons of injectate solution or 3,125 gallons per well
FORM: GWRS 02/06 Page 5 of 10

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY UNLESS ALL
OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
a. One original and two copies of the completed and appropriately executed application form. 2 copies and 1 Original
included.
b. The appropriate permit processing fee in accordance with 15A NCAC 2H .0205(c)(5). Attached
c. Submit three copies of the Corrective Action Plan and comprehensive site assessment. A copy of each report is
included with each application package (see Appendices A and B).
d. Three copies of the existing permit if a renewal or modification. Not applicable
e. Three sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans
must include a general location map; a topographic map which extends one mile beyond property boundaries and depicts the
facility and each of its intake and discharge structures (with the quadrangle name); a scaled site -specific map which indicates
where borings or hand auger samples were taken; and a map showing the groundwater treatment/disposal facilities, buffers,
structures and property lines. A map must also identify any hazardous waste treatment, storage, and disposal facilities; each
well where fluids from the facility are injected underground; and those wells, springs and other surface water bodies and
drinking water wells listed in public records or otherwise known to the applicant within a quarter mile of the facility property
boundary. Each sheet of the plans, including any plan pages that are incorporated into a bound document, and the first page of
the specifications, must be signed/sealed by a North Carolina Professional Engineer. The following is list of Appendices that
apply to this section of the package;
Appendix C: Site History
Appendix D: Hvdrmeologic Description
Appendix E: Iniection Fluid Composition
Appendix F: Iniection Rationale
Appendix G: Iniection Procedure and Equipment
f. Three copies of a tabulation of data on all wells which are within the area of review and which penetrate the proposed
injection zone. Such data shall include an identification number (same number referenced on map required in "e" above)
for each well, a description of each well type, date installed, depth of well, and record of completion or abandonment (if
available). See Appendix I.
g. A soil scientist report which includes texture, color, and structure of the soils down to a depth of seven feet; depth,
thickness and type of any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity, depth of the mean seasonal high water table, soil pH, soil maps (if available, even if unpublished), and
recommended loading rates (when using an infiltration gallery). This report must be signed by the soil scientist. Not
Applicable
h. A hydrogeologic description, soils description, and cross section of the subsurface to a depth that includes the known or
projected depth of contamination. The number of borings shall be sufficient to determine significant changes in lithology, the
vertical permeability of the unsaturated zone, the hydraulic conductivity of the saturated zone, the depth to the mean seasonal high
water table, and a determination of transmissivity and specific yield of the unconfined aquifer (show calculations used for
transmissivity and specific yield). Report should also indicate whether the aquifer is attributable to fracture porosity storage
or stratigraphically controlled (bedding planes). Include a general map and cross section illustrating the regional geologic
setting. See Appendix D. Specific site maps included in Appendix.
L Describe the proposed injection procedure and describe expected changes in pressure and direction of movement of
injected fluid (provide data from fracture studies where applicable). Applicant must demonstrate complete hydraulic control
over contaminant plume and injectate if injectate does not meet 2L standards. Refer to Appendix G: Iniection procedures
and attachments for Capture Zone and Groundwater Mounding Simulations The goal of the iniection process is to
treat groundwater within plume, while confirming that the iniection is not spreading contaminants beyond existing
foot print. Groundwater will be extracted from within the groundwater plume and reiniected back within the plume
Hence. no 2L violations will occur (see Appendix F) The necessary emulsified oils will be added to the extracted
groundwater prior to re-iniection. Although the reaction and treatment is not immediate, the hexavalent chromium
within the aquifer will be converted to the less toxic trivalent form. The treatment unit will be the aquifer environment
itself. The oils will decrease dissolved oxygen concentrations, resulting in groundwater treatment to 2L Standards.
j. Proposal for groundwater monitoring (e.g., schedule, analytical methods, etc.). See Appendix H.
FORM: GWRS 02/06 Page 6 of 10

k. Describe the method for determining mechanical integrity of injection well over a five year period. See Appendix G.
1. A complete analysis of the contaminated groundwater to include, but not limited to BTEX, volatile and semi -volatile
compounds, pH, nitrates, and phosphates or any additional information the Director deems necessary to evaluate the proposed
treatment and disposal system. See Appendix H.
m. Describe contaminant concentrations in the effluent given the proposed treatment. Include expected treatment efficiency. Provide
calculations or documentation to show how proposed degree of treatment was derived. See Appendix G.
n. Diagram of the contaminant plume both horizontally and vertically, including vadose zone contamination
(isoconcentration maps and plume cross sections). Include direction of groundwater flow for both surface aquifer and deep
aquifers. See various site maps in Appendix J.
o. Three copies of all reports, evaluations, agreements, supporting calculations, etc., must be submitted as a part of the
supporting documents which are signed and sealed by the North Carolina Professional Engineer. Although certain portions of
this required submittal must be developed by other professionals, inclusion of these materials under the signature and seal of a
NC PE signifies that he or she has reviewed this material and has judged it to be consistent with his or her proposed design.
The North Carolina Professional Engineers Certification Statement page is on page 9 of the application The property
owners certification statement is included in Appendix K
p. A properly executed page 7, which has been completed by the appropriate Regional Aquifer Protection personnel, and reincorporated
into the application form prior to submittal of the application package. (see executed Page 7)
FORM: GWRS 02/06 Page 7 of 10

This form must be completed by the appropriate DWQ regional offlee and included as a part of the project submittal
Information.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which the subject facility will be located, you are
required to submit this form, with items 1 through 7 completed, to the appropriate Division of Water Quality
Regional Aquifer Protection Supervisor (see attached listing) prior to submittal of the application for permitting.
At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which
shows the subject surface waters. You must identify the location of the facility and the closest down slope
surface waters (waters for which you are requesting the classification) on the submitted map copy. The
application may not be submitted for final permitting until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant (please specify the name of the municipality, corporation, individual, or other):
CSX Transportation, c/o Matt Adkins
2. Address of Applicant: 351 Thornton Road, Suite 123
City: Lithia Springs
State: GA Zip: 30122
Telephone Number: (770 ) 819 2849 Fax Number: ( 904) 245-2273
3. County(ies) where the facility is located: Bladen
4. Project Name: Former CSXT- Rosindale Derailment Site
5. Name of closest surface waters: Boggy Branch Creek.
6. Map name and date: Site Location and Topographic Map(8-18-10)(see
7. Applicant Signature
TO: REGIONAL A R PROTECTION SUPERVISOR
Please provide me with the classification of the watershed and appropriate river basin where these activities will
occur, as identified on the attached map segment:
Name of surface waters: 3044 t4 J3zW "
Classification (as established by the EMC): C ; �w
Proposed Classification, if applicable:
River Basin the Facility is Located:_
Signature ofregional office personnel:
FORM: GNM 02106 Page 7 of 9
ts- 2 -( -3 -
Date: 'd - I el — Zq 1Zj

Name and Complete Address of Engineering Finn: AMEC North Carolina, Inc., 2200 Gatewgy Centre Blvd, Suite 205
City: Morrisville State: NC Zip: 27560
Telephone Number: ( 919 ) 447-2750 Fax Number: [phone]
' Professional Engineer's Certification:
I. Susan E. Johnson. P.E. , attest that this application for a Groundwater Remediation System located near Rosindale. North Carolina
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signat" i�diell
``�¢��E SRO`////��
�i1 �,�(,*� S�: _
Signature EAL =
Er JONa�oa��
October 29, 2010
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b)):
I,_ Matt Adkins . attest that this application for a Groundwater Remediation System located near Rosindale North Carolina has been
reviewed by me 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 package will be returned
to me as incomplete.
Signature � 1
October 14, 2010
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIAL*
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
v=
r* M 7
NORTH CAROLINA DIVISION OF WATER QUALITY-
t
AQUIFER PROTECTION SECTION
N
:a M
GROUNDWATER PROTECTION UNIT
rn
c-) =
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
C-a
r
-TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: GWRS 02/06 Page 9 of 10

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional APS Supervisor
Washington Regional APS Supervisor
Raleigh Regional APS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
3800 Barrett Drive, Suite 101
Swannanoa, NC 28778
Washington, NC 27889
Raleigh, NC 27609
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Buke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Iee Wilson
Henderson Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional APS Supervisor
Systel Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional APS Supervisor
610 East Center Ave., Suite 301
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Wilmington Regional APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: GWRS 02/06 Page 10 of 10

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT A
ameO
REC REMEDIAL INVESTIGATION REPORT
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT B
REC REMEDIAL ACTION PLAN
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
Any`�1
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT C
SITE HISTORY
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
ameO
Tel — [phone]
Fax — [phone]

Non -Discharge Pen -nit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT C
SITE HISTORY
ameO
The CSX Transportation, Inc. (CSXT) Rosindale Derailment Site (site) (Site ID No. NONCD
0002776, Division of Water Quality (DWQ) former Incident No. 3309) is located in southeastern
North Carolina, approximately eight miles east of Clarkton, in the southern portion of Bladen
County, near Rosindale, North Carolina (Attachment H, Figure 1). On November 8, 1986, a
CSXT train derailment resulted in the release of approximately 90,000 gallons of methanol,
13,500 gallons of sodium dichromate, 19,000 gallons of ethylene glycol, and 8,200 pounds of
chromic acid. Most of the methanol and ethylene glycol was consumed by an ensuing fire. The
materials released were contained by dams erected in the drainage ditches, but not before the
liquid had traveled laterally for several hundred feet. Approximately 1,600 tons of affected soil
and track ballast was excavated south of the tracks and disposed of at GSX-Laidlaw's
hazardous waste landfill in Pinewood, South Carolina. In addition, approximately 2,000 to 3,000
gallons of sodium dichromate and 600 gallons of ethylene glycol were pumped off the ground
and disposed of off site. Frequent pumping of pooled surface water occurred from December
1986 through 1988 to remove residual chromium leaching from the soil. Over 350,000 gallons of
surface water containing methanol, sodium dichromate, ethylene glycol and chromic acid were
removed from the site.
To remediate the shallow aquifer containing hexavalent chromium (Cr(VI)), methanol, and
ethylene glycol, a groundwater recovery and treatment system was constructed and began
operation in June 1990. The remediation system consisted of four recovery wells, and an on -site
ion exchange treatment system. The system extracted approximately three to four gallons per
minute which was then treated and allowed to infiltrate back into the aquifer upgradient of the
spill location through a gravel -filled infiltration gallery.
Groundwater recovery and treatment operations were discontinued in 1996. During the six and
one-half years the remediation system operated, more than 6.5 million gallons of groundwater
containing dissolved phase chromium groundwater were recovered and treated by the ion
exchange system. In 1997, the North Carolina Department of Environment and Natural
Resources (NCDENR), Division of Water Quality, Aquifer Protection Section (Aquifer Protection
Section), the agency overseeing the incident, approved a Corrective Action Plan (CAP) which
proposed the use of a Monitored Natural Attenuation (MNA) alternative for the site. Annual
groundwater monitoring has been performed from 1997 through 2008 which included the
collection and analysis of groundwater samples from remaining groundwater monitoring wells at
the site (Figure 2).
In January 2009, an Administrative Agreement was executed entering CSXT into a Registered
Environmental Consultant (REC) Agreement with the NCDENR, Division of Waste
Management, Inactive Hazardous Sites Branch (IHSB) to begin additional remedial activities at
the site. In accordance with the Administrative Agreement, a Remedial Investigation Work Plan
(RIWP) was submitted to the IHSB on May 5, 2009. In accordance with the RIWP, additional
remediation investigation activities were conducted in 2009 and a Remedial Investigation (RI)
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
Report was submitted to IHSB on November 19, 2009. A Remedial Action Plan (RAP) was
prepared which included a review of the potential remedial options applicable to the site. Based
on the site geology and constituents of concern (COCs) present, AMEC determined that
addressing the Cr(VI) and antimony in the source area to promote the biological and/or
chemical transformation of Cr(VI) to Cr(III) and ultimately Cr(OH)3 was the best alternative.
Site Setting
The subject site is located in an area consisting of a mix of undeveloped, agricultural, and low
density residential properties. The site is bounded on the north by undeveloped wooded
property, to the east by a parcel that contains one residence and agricultural fields. The
southern boundary of the site is occupied by the CSX railroad and residential properties. Finally,
the western boundary of the site is occupied by agricultural fields.
The topography of the site is relatively flat, with an overall gentle slope to the northeast. The
elevation of the site is approximately 100 feet above mean sea level. Boggy Branch is the
closest surface water body, located approximately 1,000 feet to the northeast of the spill area.
The elevation of Boggy Branch is approximately 15 feet lower than the elevation at the site. Site
surface water runoff flows towards Boggy Branch and occasionally towards an irrigation ditch to
the west of the site. The site appears to be part of the Lumber River Basin with localized flow
influenced by the presence of Lake Waccamaw and surrounding wetlands located
approximately four miles to the southeast of the site.
Distribution of Constituents of Concern
Soil
Immediately following the initial derailment as part of emergency response actions,
approximately 1,600 tons of soil was excavated along the track line and areas adjacent to the
release. During the RI activities, it was discovered that the water table adjacent to the railroad
tracks and at the former excavation area was found to be less than one foot below the ground
surface. The seasonal high water table can be immediately below the ground surface.
Therefore, it is not be possible to distinguish if soil analytical results reflect the presence of
residual source material or the natural rise and fall of the impacted groundwater. Without a
confirmed vadose zone, additional soil characterization was not performed and remedial action
to address soils is not included as part of this permit application.
Groundwater
RI activities were conducted to confirm the COCs present and that the COCs are limited to the
surficial aquifer. The RI results indicated that while chromium is the primary COC detected at
the site, antimony was also detected in two groundwater monitoring wells. Although a North
Carolina 2L Groundwater Quality Standard (2L Standard) has not been established for
antimony, the concentrations present exceeded the federal Maximum Contamination Level
(MCL) of 6 micrograms per liter (Ng/1). These two wells also contained the highest total
chromium concentrations. The antimony may have been a minor component of the chromic acid
and/or sodium dichromate initially released. No other metal or organic COCs were identified.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ameO
In the shallow aquifer, the chromium remains concentrated at the previous spill location. COCs
are present at concentrations which exceed the 2L Standard in the area which includes CSX-3,
CSX-4, and CSX-15, located hydraulically downgradient of the spill area. Historical analytical
evidence indicates chromium contamination does not exist hydraulically upgradient of the spill
area (Table 3). Hexavalent chromium (Cr(VI)) was identified in wells CSX-4 and CSX-15. Cr(VI)
is the more mobile and toxic chromium species.
In addition to the identification of COCs, AMEC also collected groundwater geochemical data
and field parameters to evaluate the various remedial alternatives based on site specific
conditions. Groundwater samples were collected from monitoring wells across the site and
analyzed for the presence of manganese, ferrous iron, ferric iron, and total iron. Groundwater
samples collected from wells containing Cr (VI) did not exhibit detectable or significant
concentrations of iron or manganese (Table 4). Manganese and iron concentrations increased
substantially beyond the limits of wells CSX-3, CSX-4, and CSX-15. The presence of Cr (VI) is
likely directly correlated to the lack of iron oxide and manganese oxide in this portion of the site.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 wrww.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT D
HYDROGEOLOGIC DESCRIPTION
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
ameO
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT D
HYDROGEOLOGIC DESCRIPTION
GEOLOGY
ameO
The site is located within the Coastal Plain Physiographic Province of North Carolina. According
to the United States Geological Survey (USGS) Professional Paper 1404-1 entitled
"Hydrogeologic Framework of the North Carolina Coastal Plain" (USGS Professional Paper),
three major sedimentary units underlie the spill site. These include Pliocene to Holocene age
surface sediments, the PeeDee confining unit, and the Cretaceous age PeeDee Formation. The
formation is referred to as the PeeDee Formation and confining unit by the USGS.
LITHOLOGY
Shallow Aquifer System (Surficial Aquifer)
The shallow aquifer system consists of the sediments from land surface to the upper contact of
the PeeDee confining unit. The unit consists of interbedded sands. These sands consist of
poorly to moderately sorted, low to moderately permeable, very fine to fine-grained sands that
are silty in part; and moderately sorted, moderately permeable, fine -to medium grained sands.
Thin beds of silty clay are occasionally present within this stratigraphic unit.
Specific geologic site information provided from initial assessment activities identified four
dominant lithologic units within the shallow aquifer system. In decreasing depth, these units are:
1) very fine to fine-grained silty sand; 2) very fine to fine-grained slightly silty sand; 3) fine to
medium -grained, slightly silty sand; and 4) silty, clayey, very fine to fine-grained sand.
PeeDee Confining Unit
The upper confining unit (PeeDee confining unit) underlies the entire site and vicinity. The
contact between the confining unit and the overlying sediments is a somewhat irregular surface.
The upper portion of the confining unit consists of medium to dark grey silty, sandy, clay. The
sand content decreases with depth, while the silt and clay content increases.
This upper confining unit described in the USGS Professional Paper as the PeeDee confining
unit contains clay, silty clay and sandy clay and overlies the PeeDee aquifer. The average
thickness of the PeeDee confining unit is nearly 25 feet in the vicinity of the site. The clays of
the PeeDee confining unit have very low permeability throughout most of its aerial extent.
USGS Professional Paper includes lithologic data from a well located approximately six miles
northwest of the site. A regional cross section including this well shows the PeeDee confining
unit at a depth of approximately 50 feet below land surface (bls) and approximately 20 feet thick.
However, the ground surface elevation in that area is approximately 20 feet higher than the site.
Based on the data presented in this publication, AMEC would expect to encounter the PeeDee
confining unit at the site approximately 30 feet bls.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ameO
Soil samples collected during the installation of monitoring well CSX-26, revealed the presence of
the PeeDee confining unit from approximately 29 feet to 36 feet bls. The sediments primarily
encountered above the PeeDee confining unit included silty sands, while the material identified as
the PeeDee confining unit included a silty clay. The sediments below the PeeDee confining unit
were identified as silty sand containing shell fragments.
PeeDee Aquifer
Underlying the PeeDee confining unit is the PeeDee aquifer. The aquifer is part of the Coastal
Plain Physiographic province of North Carolina. The late Cretaceous aquifer consists of fine to
medium grained sands interbedded with gray to black marine clay and silts. Overall, the unit
contains approximately 70% sands. The sands are commonly gray to greenish -gray in color and
contain glauconite and shells are often encountered. The unit also contains thin beds of
consolidated calcareous sandstone and limestone.
HYDROGEOLOGY
The water table is present in the surficial aquifer and moves towards the northeast in the direction
of Boggy Branch. Historical groundwater elevation data indicated that the water table can range
from depths ranging from two to eight feet bls. When water levels were measured on May 19,
2009, the water table was encountered at approximately one foot bis (Table 1). A groundwater
potentiometric map for the site is included as Attachment J, Figure 6.
The data indicates that the direction of groundwater flow in the surficial aquifer is toward the
northeast at an average gradient of 0.01 ft/ft. Based on data collected during RI activities, the
vertical gradient between the surficial and confined aquifer using data from wells CSX-3 and CSX-
26 was calculated to be -0.55 ft/ft (Table 2). The negative vertical gradient indicates downward
groundwater movement from the surficial soils toward the PeeDee Formation.
Constant head permeability tests performed on an undisturbed sample of the upper confining unit
clay, collected from 23 to 25 feet bis at monitoring well CSX-5, revealed a vertical hydraulic
conductivity (K) of 3 x 10-4 ft/day. Therefore, although there is a negative vertical gradient present
between the aquifer units, the PeeDee confining unit has limited vertical hydraulic conductivity
which will minimize the movement of COCs from the surficial aquifer to the underlying confined
aquifer.
As part of the assessment and characterization activities, rising and falling head tests were
conducted in the surficial aquifer to determine the aquifer characteristics. The results are
summarized below.
K = 13 ft/day
T (transmissivity) = 195 ft2/ day
Oe (effective porosity) = 0.20
vs (seepage velocity) = 237 ft/year
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Table 1
Historical Water Level Data
CSXT Former Derailment Site
Rosindale, North Carolina
June 2002-2009
Monitor
June 2002
June 2003
June 2004
June 2005
June 2006
June 2007
June 2008
May 2009
Well ID
DTW
GWE
DTW
GWE
DTW
GWE
DTW
GWE
DTW
GWE
DTW
GWE
DTW
GWE
DTW
GWE
CSX-3
7.37
95.71
5.13
97.95
6.24
96.84
5.91
97.17
4.15
98.93
7.50
95.58
7.57
95.51
3.05
100.03
CSX-4
7.66
96.56
5.14
99.08
6.38
97.84
6.20
98.02
4.18
100.04
7.65
96.57
7.62
96.60
3.46
100.76
CSX-15
8.32
95.43
6.13
97.62
6.96
96.79
6.65
97.10
4.79
98.96
8.40
95.35
8.35
95.40
3.29
100.46
CSX-16
7.5
94.12
5.94
95.68
6.8
94.82
6.65
94.97
4.98
96.64
7.80
93.82
8.22
93.40
3.88
97.74
CSX-17
6.09
93.46
4.77
94.78
5.67
93.88
5.63
93.92
3.99
95.56
6.40
93.15
7.30
92.25
3.51
96.04
CSX-21
7.83
94.22
5.96
96.09
6.24
95.81
6.47
95.58
4.93
97.12
NM
NM
7.98
94.07
3.85
98.20
CSX-22
9.68
92.27
8.12
93.83
8.63
93.32
8.73
93.22
7.30
94.65
NM
NM
9.89
92.06
5.98
96.47
CSX-23
5.12
92.71
4.15
93.68
4.63
93.20
4.75
93.08
3.07
94.76
5.55
92.28
6.33
91.50
3.10
94.73
CSX-24
6.65
87.71
5.12
89.24
5.92
88.44
5.70
88.66
4.76
89.60
7.00
87.36
7.84
86.52
NM
NM
CSX-25
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.88
99.54
CSX-26
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
20.78
82.80
Notes:
All measurements represent elevation in feet above Mean Sea Level
DTW - Depth to Groundwater below Top of Casing
GWE - Groundwater Elevation
NM - Not Measured

Table 2
Summary of Vertical Hydraulic Gradient Calculations
CSXT Former Derailment Site
Rosindale, North Carolina
Well Pairs
CSX-3
CSX-26
Top of Casing Elevation (ft.)
103.08
103.58
Mid -Screen Depth (ft.)
15
47.5
Mid -Screen Elevation (ft.)
88.08
56.08
SWLE (ft.) on 5/11 /2009
3.05
20.78
Change in SWLE (ft.)
17.73
Length of Hydraulic Interval (ft.)
-32.00
Vertical Gradient (ft/ft)
-0.55
Notes:
SWLE - Static Water Level Elevation
ft - feet
ft/ft - feet per foot
Elevations relative to site benchmark
- indicates groundwater is moving vertically downward

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT E
INJECTION FLUID COMPOSITION
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
MWI 717,011
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT E
INJECTION FLUID COMPOSITION
ameO
AMEC plans to utilize a solution of emulsified vegetable oil with 4% sodium lactate. A copy of
the Material Safety Data Sheet is attached. The material will be diluted with potable water and
injected as a solution consisting of 99% water and 1 % injectant.
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

VP YOUR "AOLUTIONS
Patented Methods for In Situ Bioremediation
hk
Product Information Sheet
EOS` 450
EOS'�' 450 is an economical food -grade oil/water emulsion manufactured with a tightly controlled droplet
size that is used for groundwater remediation of chlorinated solvents, perchlorate, energetics, acid rock
Description drainage, oxidized metals and other recalcitrant chemicals that can be degraded under anaerobic
& Use: conditions. EOS° 450 is formulated with both rapidly -biodegradable substrates to "jump start" bacterial
growth and slow -release biodegradable substrates that promote growth of halorespiring and other
Indigenous bacteria. EOS� 450 has been proven to be active in the subsurface for longer than three years
and is non -toxic to the environment. Due to the small oil droplet size and negative surface charge, EOSG
450 can be distributed across a large aquifer volume.
EOS° 450 is shipped as a concentrate that is easily diluted with water in the field. Because the droplet size
is "built in" during the manufacturing process, it is not necessary to use a complicated field mixing process.
Simple mixing with water is all that is required to prepare a high quality emulsion.
EOS® 450 has a viscosity low enough that it can be mixed and pumped with most commonly available
pumps or metered with diluter (DosatronT""). EOS 450 is most commonly injected after being diluted be-
tween a range of 4:1 to 20:1 (water:EOS° 450). However, actual dilution rates may depend on site condi-
tions. All injections should utilize a water flush cycle to push the remaining substrate out of the well into the
formation.
Chemical
Physical
Properties:
Oil Emulsion Concentrate
Typical
Soybean Oil (refined and bleached) (% by wt)
49.9
Rapidly Biodegradable Soluble Substrate (% by wt)
4.0
Food Additives (% by wt)
10
Specific Gravity (H20 = 1)
0.98
pH (Standard units)
5.0
Median Oil Droplet Size (NM)
1.4
Organic Carbon (% by wt)
63
Viscosity (cP)
100-140
Electron Equivalents per Kg EOS° 450
240
Packaging: Shipped in 55-gallon drums (420 Ibs net contents), 275-gallon IBC totes (2,100 Ibs net contents) or bulk
tankers (40,000 Ibs min.)
Storage & Store indoors and protect from exposure to temperature extremes (<32°F or > 1200 F). EOS'� 450 should be diluted
Handling: with water prior to use. Workers should use eye protection and prevent skin contact. Consult the MSDS for addi-
tional information before using EOS� 450. Clean up spilled product promptly and dispose of in accordance with all
regulations. For best performance, use within 30 days of delivery.
NOTICE
The information contained herein is, to the best of our knowledge and belief, accurate. Any recommendations or suggestions made are without warranty or guarantee of results since
conditions of handling and of use are beyond our control. We, therefore. assume no liability for loss or damage incurred by following these suggestions. EOS Remediation warrants
only that this product will meet the specifications set forth, any other representation or warranty, either expressed or implied, is specifically disclaimed including warranties of fitness for
a particular purpose and of merchantability. EOS Remediation's only obligation shall be to replace such quantity of the product proved to be defective before using. User shall deter-
mine the suitability of the product for user's intended application and user assumes all risk and liability whatsoever in connection therewith. EOS Remediation shall not be liable in tort,
contract or under any theory for any loss or damage, incidental or consequential, arising out of the use of or the inability to use the product.
E*S
EOS Remediation, LLC
• EOS Remediation, LLC • 1101 Nowell Road • Raleigh, NC 27607 ■ 888.873.2204
• www.eosremediation.com • [e-mail] •

MATERIAL SAFETY DATA SHEET
EMULSIFIED EDIBLE OIL SUBSTRATE (EOS"- 450)
D.O.T. HAZARD CLASSIFICATION: NONE
MANUFACTURER'S NAME
EOS Remediation, LLC
1101 Nowell Road
Raleigh,NC 27607
www.EOSRemediation.com
DATE OF PREPARATION
01 /24/03, Rev. 5/4/2009
HEALTH
FLAMMABILITY
REACTIVITY
PERSONAL PROTECTION
INFORMATION TELEPHONE NO.
919-873-2204
SECTION I - PRODUCT IDENTIFICATION
PRODUCT NAME EOS° 450
PRODUCT CLASS VEGETABLE OIL BASED EMULSION
CAS NUMBER MIXTURE
SECTION II - HAZARDOUS INGREDIENTS
THIS PRODUCT IS A MIXTURE OF EDIBLE FOOD GRADE ADDITIVES AND CONTAINS NO
HAZARDOUS INGREDIENTS.
COMPONENTS
SOYBEAN OIL
SODIUM LACTATE
FOOD ADDITIVES / EMULSIFIERS /
PRESERVATIVES (PROPRIETARY)
WATER
HMIS
EXPOSURE LIMIT
% BY CAS NO. OSHA PEL ACGIH TLV -
WEIGHT TWA
45 — 50 8001-22-7 15 mg/m3 NA
4 867-56-1
6-10
BALANCE
1
0
0
B

EMULSIFIED EDIBLE OIL SUBSTRATE (EOS® 450)
SECTION III - PHYSICAL DATA
BOILING POINT:
SPECIFIC GRAVITY (1-120 = 1):
VAPOR PRESSURE:
PERCENT VOLATILE BY VOLUME (%):
VAPOR DENSITY:
EVAPORATION RATE:
SOLUBILITY IN WATER:
APPEARANCE AND ODOR:
212°F
0.97
NOT ESTABLISHED
24 (AS WATER)
HEAVIER THAN AIR
NOT ESTABLISHED
SOLUBLE
OFF WHITE LIQUID WITH VEGETABLE OIL ODOR
SECTION IV - FIRE AND EXPLOSION HAZARD DATA
FLASH POINT: >300°F
FLAMMABLE LIMITS: NOT ESTABLISHED
EXTINGUISHING MEDIA: CO2, FOAM, DRY CHEMICAL
NOTE: WATER, FOG, AND FOAM MAY CAUSE
FROTHING AND SPATTERING.
UNUSUAL FIRE AND BURNING WILL CAUSE OXIDES OF CARBON.
EXPLOSION HAZARDS:
SPECIAL FIRE FIGHTING WEAR SELF CONTAINED BREATHING APPARATUS
PROCEDURES: AND CHEMICAL RESISTANT CLOTHING. USE WATER
SPRAY TO COOL FIRE EXPOSED CONTAINERS.
SECTION V - PHYSICAL HAZARDS
STABILITY: STABLE
CONDITIONS TO AVOID: NONE
INCOMPATIBILITY: STRONG ACIDS AND OXIDIZERS.
HAZARDOUS DECOMPOSITION THERMAL DECOMPOSITION MAY PRODUCT OXIDES
PRODUCTS: OF CARBON.
HAZARDOUS POLYMERIZATION: WILL NOT OCCUR
SECTION VI - HEALTH HAZARDS
SIGNS AND SYMPTOMS OF EXPOSURE:
1. Acute Overexposure - NONE
2. Chronic Overexposure - NONE
MEDICAL CONDITIONS GENERALLY NONE KNOWN
AGGRAVATED BY EXPOSURE:
CHEMICAL LISTED AS CARCINOGEN OR POTENTIAL CARCINOGEN:
N.T.P. - NO I.A.R.C. - NO OSHA - NO
2

EMULSIFIED EDIBLE OIL SUBSTRATE (EOS® 450)
EMERGENCY AND FIRST AID PROCEDURES:
1.) Inhalation- REMOVE TO FRESH AIR.
2.) Eyes- FLUSH WITH WATER FOR 15 MINUTES, IF IRRITATION PERSISTS
SEE PHYSICIAN.
3.) Skin- WASH WITH MILD SOAP AND WATER.
4.) Ingestion- PRODUCT IS NON -TOXIC. IF NAUSEA OCCURS, INDUCE VOMITING
AND SEEK MEDICAL ATTENTION.
SECTION VII - SPECIAL PROTECTION INFORMATION
RESPIRATORY PROTECTION:
VENTILATION:
PROTECTIVE GLOVES:
EYE PROTECTION:
OTHER PROTECTIVE CLOTHING
OR EQUIPMENT:
NOT NORMALLY REQUIRED
LOCALEXHAUST
NOT NORMALLY REQUIRED
NOT NORMALLY REQUIRED
NONE
SECTION Vill - SPECIAL PRECAUTIONS AND SPILL/LEAK PROCEDURES
PRECAUTIONS TO BE TAKEN DO NOT STORE NEAR EXCESSIVE HEAT OR
IN HANDLING AND STORAGE: OXIDIZERS.
OTHER PRECAUTIONS: NONE
STEPS TO BE TAKEN IN CASE SOAK UP WITH DRY ABSORBENT AND FLUSH AREA
MATERIAL IS SPILLED: WITH LARGE AMOUNTS OF WATER.
WASTE DISPOSAL METHODS: DISPOSE OF ACCORDING TO FEDERAL, STATE, AND
LOCAL REGULATIONS.
------------------- -------------- ----
SECTION IX - ADDITIONAL REGULATORY INFORMATION
SARA TITLE III
UNDER THE PROVISIONS OF TITLE 111, SECTION 311/312 OF THE SUPERFUND
AMENDMENTS AND REAUTHORIZATIONS ACT, THIS PRODUCT IS CLASSIFIED
INTO THE FOLLOWING HAZARD CATEGORIES: NONE
THIS PRODUCT DOES NOT CONTAIN SECTION 313 REPORTABLE INGREDIENTS.
THE INFORMATION CONTAINED HEREIN IS BASED ON AVAILABLE DATA AND IS BELIEVED TO BE
CORRECT. HOWEVER, EOS REMEDIATION, INC. MAKES NO WARRANTY, EXPRESSED OR IMPLIED,
REGARDING THE ACCURACY OF THIS DATA OR THE RESULTS TO BE OBTAINED THEREOF. THIS
INFORMATION AND PRODUCT ARE FURNISHED ON THE CONDITION THAT THE PERSON RECEIVING
THEM SHALL MAKE HIS/HER OWN DETERMINATION AS TO THE SUITABILITY OF THE PRODUCT FOR
HIS/HER PARTICULAR PURPOSE.

EMULSIFIED EDIBLE OIL SUBSTRATE (EOS® 450)
T:\EOS-Remediation\Products\EOS\MSDS\MSDS EOS 450.doc

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
ATTACHMENT F
INJECTION RATIONALE
www.amec.com
ameO
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT F
INJECTION RATIONALE
ameO
' The Reactive Zone technique is an active remedial method which utilizes sub -surface injections
to mitigate contamination. Reactive Zones do not disrupt the flow of groundwater but rather
employ the natural gradient to treat the contamination as it flows through the Reactive Zone.
Unlike the fixation technique where the groundwater is pumped to a surface facility for
treatment, with this method the treatment compounds are injected directly into the aquifer. As
groundwater passes through the injection areas, the injectants react with the contaminants.
Hexavalent chromium can be treated by biotic or chemical processes. Microbes are capable of
transforming the Cr(VI) to Cr(III) under the correct conditions. Chromium -reducing bacteria are
widespread and with the addition of carbohydrates such as lactate or vegetable oil, a reducing
environment is created with sufficient electron donor material present for the biological
processes to occur. Cr(VI) serves as the terminal electron acceptor for the metabolism of the
carbohydrates. The oxidation reduction potential of the groundwater doesn't have to be
reduced to levels required for reductive dechlorination, but to denitrifying or iron -reducing
conditions (ORP values near zero).
Once the Cr(III) is created, there is a nearly instantaneous reaction with water, creating Cr(OH)3.
The Cr(OH)3 is insoluble and immobile at most natural pH conditions, and thus does not remain
in solution. Once affixed to the soil matrix, the reaction is reversible only at very highly oxidative
conditions. These oxidative conditions are generally not encountered in the natural environment
(see Eh/pH diagrams included in this Attachment).
To treat hexavalent chromium using a chemical process, chemical reductants such as ferrous
sulfate, sodium metabisulfite, or calcium polysulfide can be added to the groundwater system.
The reductants convert the Cr(VI) to Cr(III), which then precipitates out as Cr(OH)3. Of the three
reductants listed above, calcium polysulfide is more stable and persistent in the environment.
However, the addition of a ferrous sulfate solution is safe to use and has the added benefit of
addressing other metals that may be present. However, the use of ferrous sulfate can create
acidic conditions within the groundwater. Ferrous sulfate is generally used in combination with
sodium dithionite to prevent well and aquifer plugging and increase the dispersion of the ferrous
ion in the Reactive Zone. If needed, soda ash or caustic soda can be added beyond the
treatment zone to bring pH values back to background conditions.
The use of the injectants such as those listed above is considered the EPA presumptive remedy
for the treatment of Cr(VI) groundwater impact. EPA's Office of Research and Development
found that the use of ferrous iron in conjunction with the anti -oxidant sodium dithionite (aka
sodium hydrosulfite) is an effective method to promote the chemical reaction to Cr(OH)3 without
the drawbacks of utilizing iron alone. Injection of ferrous iron by itself with foul well screens and
create aquifer clogging, lowering permeabilities. However, when used with the anti -oxidant,
these drawbacks do not occur.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ameO
The selected alternative for this site must be effective in the treatment of antimony as well.
Antimony is transported as an oxy-anion like Cr(VI) (Cr042-). As shown on the Eh/pH diagram
attached (Figure 5), similar to chromium, antimony is precipitated out as an insoluble compound
known as stibnite. This occurs in a reducing environment as well. However, oxidation reduction
potentials must be within a slightly lower range.
' The site will initially be treated with the use of the injection of vegetable oil with 4% sodium
lactate to create an environment conducive for the biotic transformation of the Cr(VI) ultimately
to Cr(OH)3. The lactate is used to provide a near immediate decrease in dissolved oxygen
concentrations. The lactate lasts up to three months in the aquifer. The emulsified oil lasts up to
18 months but it takes longer to react. Therefore, AMEC will use a blend of emulsified oil and
lactate.
If the results indicate that insufficient anaerobes are present for the effective remediation of the
site, a chemical reductant (ferrous sulfate, sodium metabisulfite, or calcium polysulfide) could be
added to the groundwater system, or the system inoculated with suitable anaerobes after
reducing conditions are established. An amendment to this permit would be submitted to the
DWQ if this is required. The amendment would outline the injectant to be used, volumes to be
injected, monitoring to be performed, and proposed schedule.
Injection Feasibility Pilot Study
Historically, the Rosindale Derailment Site has exhibited a high water table. A high water table
can be a limiting factor when mitigating groundwater contamination using sub -surface injection
remediation methodologies. With low hydraulic conductivities or insufficient vadose zone,
injection rates can be extremely slow and require excessive injection points. Therefore, a pilot
study was devised to evaluate the ability of the shallow aquifer at the site to take a volume of
fluid at a specified flow rate under constant pressure.
The first step in the pilot study was to assess the flow rate required to maintain a constant water
level in a shallow well under gravity feed. Monitoring well CSX-3 was set up first with pressure
gauges to evaluate its suitability as a possible injection site. Water was injected into the
monitoring well for approximately 50 minutes. Subsequently, CSX-15 and CSX-4 were likewise
evaluated for 45 and 30 minutes, respectively. Ultimately, CSX-15 was selected as the best
pilot study site.
A second evaluation was performed to determine the time CSX-15 could take a constant flow of
water under constant pressure without the water "daylighting" at the surface or a buildup in the
injection pressure. The water level remained fairly steady at a flow rate of five gallons per
minute (gpm) and a constant pressure of one pound per square inch (psi). The monitoring well
was able to take this constant influx of water for approximately two hours before the potable
water supply was depleted.
Additionally, three piezometers were installed around monitoring well CSX-15. Piezometer 1 (P-
1) was installed five feet from CSX-15. P-2 and P-3 were installed three feet and nine feet,
respectively, from CSX-15. During the two-hour test, the water levels in the piezometers were
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ameO
measured every five minutes for an hour and then every 10 minutes for the second hour.
Although the water levels measured in the piezometers increased over the testing interval, the
rise was gradual. Water level results are summarized on Table 6 of this Attachment.
Over the course of two hours, CSX-15 was able to accept 668 gallons of water. A 0.7 foot rise
in the water table was observed in P-3, located nine feet away from the monitoring well.
Despite the volume of water injected, the rise in the water table around the well was gradual (as
indicated by the piezometer readings). The pilot study demonstrated that injection at the site is
feasible and compounds can be injected within a cost effective timeframe and over a suitable
area. The radius of influence of injection points at the site can be assumed to be approximately
15 to 20 feet.
Remedial Approach
AMEC did a preliminary design utilizing this technology to determine a budgetary cost estimate
to decrease chromium concentrations at the wells that exhibit the highest concentrations of
chromium. The treatment zone would include the area around wells CSX-3, CSX-4, and CSX-
15 with chromium concentrations exceeding approximately 10 Ng/L. To treat this area, the
carbon substrate injection will consist of up to 40 two-inch diameter PVC nested injection points
placed in barriers approximately 150 feet apart and perpendicular to groundwater flow
throughout the treatment area (see Figure G1 in Attachment G that shows the proposed
injection well locations). At each injection location, points will be installed to depths 15 feet and
25 feet below land surface and completed with 5 feet of screen. Nested injection wells would be
required to treat the entire shallow aquifer zone. The total depth of the screen will be installed
immediately above the top of the PeeDee confining unit.
The site will be initially be treated with emulsified vegetable oil with sodium lactate, a soluble
electron donor consisting to create an environment conducive for the biotic transformation of the
Cr(VI) ultimately to Cr(OH)3. The amendment can persist in the subsurface up to 18 months. If
the results indicate that insufficient anaerobes are present for the effective remediation of the
site, the system could be inoculated with suitable anaerobes after reducing conditions are
established. If this is required, AMEC would submit the necessary paperwork to amend the
permit as needed.
The estimated volume of solution to be initially injected is based on the estimated effective
porosity of the aquifer. AMEC will inject sufficient substrate to fill approximately 20% of the
effective porosity (assumed at approximately 25%). The reactive zones will be established
approximately 150 feet apart, or based on the estimated seepage velocity, approximately six
months travel time apart.
There is the potential that other metals, primarily arsenic can be mobilized when the reductive
conditions are created in the aquifer. Groundwater monitoring will be conducted to evaluate if
this is occurring. However, once water moves beyond the reactive zone where dissolved
oxygen concentrations are at aerobic levels, any arsenic present will again be precipitated out.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

ANTIMONY
solution
SbM03 (aq)
3 + 18H2O =
+ 2SbO3- + 26e- + 36H+
VSb203 + 31-12O = 2SbO3- + 6H++ 4e-
Stibiconite
Sb("t)Sb(v)20s(OH)
Valentinite
t
Sb2S3 + 3H2O + 602 =
3SO4-- + 2Sb20? + 6H+
Stibnite
Sb(IIIj2S
1.2
1
0.8
o,s
} 0.4
0.2
0
-02
-0.4
-0.6
-0.8
CHROMIUM
Hexavalent Chromium
Q Trivalent Chromium
Cr(OH) 4
0 2 4 6 8 10 12 14
Source: Palmer andWittbrodL 1M pH
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
CLIENT:
•• •�
ameO'i"""'
EhIpI MANDDIAGRAN FOR
CHROMIUM AND ANTIMONY
JWB
CHK: HMT
SITE: CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
ATE:
04-30-2010
PROJ.:
643008035
SCALE:
NO SCALE

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
requirements for injection well construction in accordance with Aquifer Protection Section rules
stipulated in 15A NCAC 2C,0.200. Visual observations and a record of vertical movement of the
injectate to the land surface (if any) will be recorded by the site manager before, during and
after each injection event conducted during a five year period. If injectant fluids are present
(i.e., fluid day -lighting) at the surface following an injection event, appropriate corrective action
will be taken to mitigate release of the injectate to the surface and if necessary, replacing the
injection well.
Infection Schedule
The injection points will be installed within approximately two weeks of receipt of the non -
discharge permit. Well installation activities will take approximately two weeks to complete.
Immediately prior to the injection, baseline groundwater sampling will be conducted in
accordance with the permit requirements. The injection activities will take place within a few
days of the emplacement of the wells and will take several weeks to complete.
Approximately 45 days and 90 days following the injection event, groundwater samples will be
collected in accordance with the monitoring plan to determine the effectiveness of the injection.
Since the sodium lactate can be effective from three months and the emulsified oil for up to 18
months, monitoring will be conducted during and after this time period to determine if additional
injection events will be required. AMEC anticipates at least one additional event approximately
12 to 18 months following the initial injection event.
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

AMEC Earth &Environmental
2200 Gateway Centre Blvd., Suite 205
TITLE: PROPOSED EXTRACTION AND
INJECTION WELL LOCATION MAP
CLIENT:
[ = 1
• • •
Figure
G 1
SITE:
Morrisville, NC 27560
DATE: 08-26-2010 SCALE: 1" = 100' PROD.: 643008035
[phone]
ameOROSINDALE,
CSX ROSINDALE DERAILMENT SITE
DR: W. Blaylock
CHK: K. Roush -
NORTH CAROLINA
LOCATION: P:\pmjectFiles\CSXRosindale\643008035—CSX-Rosindale Remedial lmesfigation\Drawings\figu e2 mxd

FROM ELECTRON DONOR
TANK OR DRUM
GATE VALVE
PRESSURE GAUGE
TEMPORARY BLACK POLY PIPE VENTURI FEED PIPE GATE VALVE SAMPLE PORT
(WATER WELL SUPPLY LINE)
QUICK CONNECT FLOW GAUGE
FITTING / OR TOTALIZER
FLOW GAUGE
JET
OR TOTALIZER
WATER
GATE VALVE
LEVEL PORT PUMP
I
PRESSURE GAUGE
TEMPORARY RIGID STATIC IN -LINE
PVC E.W. PIPE MIXING TUBE
QUICK CONNECT
FLOW GAUGE FITTING
OR TOTALIZER
FLOW GAUGE
WELL VAULT
OR TOTALIZER
WELL SEAL W1 LID
FITTING
WELL SEAL WELL SEAL
FITTING FITTING
BLACK POLY
PIPE
WELL SLOT
WELL SLOT
I I
I I
SHALLOW
I
I
I I
I I
I
I
I
I
TYPICAL 4" EXTRACTION WELL
DEEP
TYPICAL 2" INJECTION WELL
NOTE: TEMPORARY CONNECTION OF WATER WELL SUPPLY LINE TO BE REMOVED FOLLOWING USE. WELL LID & CAP TO BE SECURED FOLLOWING WELL USE.
AMEC Earth & Environmental
Morrisville, NC 27560
2200 Gateway Centre Blvd., Suite 205csx,61
[phone]
ameJB
CLIENT:
� � �
TITLE:
EXTRACTION WELL AND
INJECTION EQUIPMENT SCHEMATIC
DR:
JWB
REV:
JB
PROJ. NO.:
643008037
ATTACHMENT
G 2
CHK:
DATE:
September 2, 2010
DWG NO.
NA
SCALE:
NONE

PROJECT NAME: Former Derailment Site
LOCATION: Rosindale, NC
CLIENT: CSX Transportation
SUBCONTRACTOR: Parratt-Wolff
DRILLER: Butch Stevens
ELECTRICAL LEAD CONNECTION
CONCRETE PAD
(SLOPED TO DRAIN) —�
GROUND
SURFACE •. ', a,
1FT.
WELL SEAL
CEMENT/BENTONITE GROUT —i
2% BENTONITE BY WEIGHT
2" SCHEDULE 40, FLUSH
THREADED P.V.C.
WELL CASING
WELL NUMBER: Well Nests (Wells 1 & 2)
INSTALLATION DATE:
FIELD REP: Kathleen Roush
PROJECT NO.: 643008037
FLUSH -MOUNTED MONITORING
PROTECTIVE COVER
(12" DIA. BOLT -DOWN) WELL NESTS
WELL #1 WELL #2
0 0
QUICK CONNECT FITTING 0 0
TO WATER SUPPLY LINE
TOP OF ANNULAR SEALANT
7.0'
17.0'
3/8" DIA. BENTONITE PELLETS
f— TOP OF SAND PACK
8.0'
18.0'
#3 SILICA SAND
TOP OF WELL SCREEN
10.0'
20.0'
—
8" DIA. BOREHOLE
2" SCHEDULE 40, PVC
—
SLOTTED WELL
—
SCREEN W/ 0.020 SIZE OPENINGS
—
—
f— BOTTOM OF WELL SCREEN
15.0'
25.0'
BOTTOM OF WELL
15.0'
25.0'
FLUSH -THREADED PLUG
f BOTTOM OF BORING
15.0'
25.0'
NOTE: Well #1 installed in shallow aquifer zone and #2 in deeper aquifer zone
PREPARED BY: Attachment
2200 Gateway centre Blvd. TYPE II INJECTION WELL
Suite 205
ameoMorrisville, NC 27560 G 3 CONSTRUCTION SCHEMATIC
[phone]

PROJECT NAME: Former Derailment Site
LOCATION: Rosindale, NC
CLIENT: CSX Transportation
SUBCONTRACTOR: Parratt-Wolff
DRILLER: Butch Stevens
GROUND
SURFACE
WELL NUMBER: Extraction Wells (Wells 1-6)
INSTALLATION DATE:
FIELD REP: Kathleen Roush
PROJECT NO.: 643008037
ELECTRICAL LEAD CONNECTION
CONCRETE PAD FLUSH -MOUNTED
(SLOPED TO DRAIN) PROTECTIVE COVER
(12" DIA. BOLT -DOWN)
WELL
CEMENT/BENTON
2% BENTONITE B`
4" SCHEDULE 40, FLI
THREADED P.V.C.
WELL CASING
3/8" DIA. BENTONII
#3 SII
4" SCHEDULE 40, PVC
SLOTTED WELL
SCREEN W/.010 SIZE OF
FLUSH-THREA
QUIC
TO
1 FT.
SEAL
TE GROUT
'WEIGHT
ISH
TOP OF ANNI
E PELLETS
�— TOP OF SANC
ICA SAND
TOP OF WELL
—
12" DIA. BOREH
ENINGS
—
f-
)ED PLUG
0
K CONNECT FITTING 0
WATER SUPPLY LINE
ILAR SEALANT 2.0'
PACK 3.0'
'CREEN 5.0'
)LE
BOTTOM OF WELL SCREEN
BOTTOM OF WELL
BOTTOM OF BORING
25.0'
25.0'
25.0'
PREPARED BY: Attachment
2200 Gateway centre Blvd. EXTRACTION WELL
Suite 205
ame&Morrisville, NC 27560 Gq, CONSTRUCTION SCHEMATIC
[phone]

CSX Rosindale, NC
where
input by user:
for this site:
Cap Zone=0.5 pi rstag
CAPTURE -ZONE ANALYSIS
Project: CSX Rosindale
Location: Rosindale NC
Project No: 643008035
Date: 8/26/2010
rstag = 0/(2pihKi)
rstag = distance from pumping well to downgradient stagnation point
Q = pumping rate (in ft3/day)
h = saturated thickness available to pumping well (ft)
K = hydraulic conductivity (ft/day)
i = hydraulic gradient (dimensionless)
Q =
h =
K =
i =
192.5
20
13.000
0.010
ft3/day
ft
ft/day
dimensionless
rstag_ 12 feet
assume pumping for 1/2 day (ie 12 hr)
Cap Zone = The length of the capture zone directly
crossgradient of the pumping well
for this site:
Cap Zone = 19 feet
Cap Zone
rstag -1 RW
Cap Zone
Reference
Keeley, J.F., and Tsang, C.F., 1983, Velocity
plots and capture zones of pumping centers
for ground -water investigations,
Ground Water, v. 21, no. 6 pp. 701-714.
P:\ProjectFiles\CSX Rosindale\643008037 - CSX Rosindale RAP\Permits\No-Discharge Permit Mod\Extractiion
Well_CAPZONE.xls

CSX Rosindale, NC
CAPTURE -ZONE ANALYSIS
Thiem Equation
Q = 2piKhs/[In(Ro/rw)]
Rearranging for Ro yields
Ro = rw exp[(2piKhs/0)]
where
Page 2of2
Project: CSX Rosindale
Location: Rosindale NC
Project No: 6430ON35
Date: 8/26/2010
Ro = radius of influence
rw = radius of pumping well
Q = pumping rate (in ft^3/day)
h = saturated thickness available to pumping well (ft)
s = drawdown in pumping well
K = hydraulic conductivity (ft/day)
input by user:
Q =
h =
rw =
K =
s =
192.5
20
0.16
13.000
0.7
ft^3/day assume pumping for 1/2 day (ie 12 hr)
ft
ft
ft/day
It from Aquifer injection and withdrawal test
for this site:
Ro = 61 feet
Reference
Thiem, G., 1906, Hydrologische Methoden, Gephardt, Leipzig, 56 pp.
P:\ProjectFiles\CSX Rosindale\643008037 - CSX Rosindale RAP\Permits\No-Discharge Permit Mod\Extractiion
Well_CAPZONE.xls

Input Values
R
Sy
K
x
y
t
hi(0)
1.0000
0.200
13.00
10.000
10.000
0.500
20.000
h(max)
Ah(max)
Distance
from
Ground-
center of
water
basin in x
Moundin
direction,
g,in feet
in feet
0
0.66
5
0.65
10
0.61
20
0.59
30
0.5
40
0.57
50
0.568
80
0.567
100
0.567
120
GROUNDWATER MOUNDING SIMULATION
CSX ROSINDALE SITE
BLADEN COUNTY, NORTH CAROLINA
use consistent units (e.g. feet & days or inches & hours)
Recharge (infiltration) rate (feet/day)
Specific yield, Sy (dimensionless, between 0 and 1)
Horizontal hydraulic conductivity, Kh (feet/day)*
1/2 length of basin (x direction, in feet)
1/2 width of basin (y direction, in feet)
duration of infiltration period (days)
initial thickness of saturated zone (feet)
Conversion Table
inch/hour feet/day
0.67 1.33
2.00 4.00 In the report accompanying this spreadsheet
(USGS SIR 2010-5102), vertical soil permeability
hours days (ft/d) is assumed to be one -tenth horizontal
36 1.50 hydraulic conductivity (ft/d).
maximum thickness of saturated zone (beneath center of basin or well infiltration zone at end of infiltration period)
maximum groundwater mounding (beneath center of basin or infiltration zone at end of infiltration period)
Re -Calculate
Notes:
1- Simulation derived from field infiltration test into site wells CSX-3 and CSX-4
2- Infiltration rate assumed based on average injection rate of 5 gallons per minute flow that was derived from field test on site.
3-Gravity feed injection methods were employed for the field infiltration test.
4- Basin width assumed to reflect 1/2 extraction well capture zone radius.
Analysis:
Simulation of maximum groundwater mounding was calculated to be .67 feet above the static ground water level. Maximum mounding during field injection test
was 0.7 feet above static groundwater level. Therefore, simulated mounding agrees with actual field mounding test performed within 5 percent.
Data Source
Assumed based on site infiltration test
Site Data
Site Data
Assumed based on inverse or extraction well model
Assumed based on inverse or extraction well model
Site Data
Site Data
P:\ProjectFiles\CSX Rosindale\643008037 - CSX Rosindale RAP\Permits\No-Discharge Permit Mod\File

Job Name: r ' � 51 L-
Job Number: G 4 3 m8 0 3
ate: 4 ame&
Computed by: �4/� Checked by:
Date: 8 -13 ->n / Sheet: Of:
8 -Z6 - io

Job Name: C-- 5K kOS N D AdL -
Job Number: (�O raO'D a 03 5-
Title: P- Y•J:b lx 6r ec.—, I
Computed by: 7A--5 Checked by:
Dale: 8 ' ?-�, -- I'D Sheet Of:

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
ATTACHMENT H
MONITORING PLAN
www.amec.com
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT H
MONITORING PLAN
ameO
The injection activities will be concentrated in the area in and around CSX-3, CSX-4, and CSX-
15. The groundwater monitoring well network currently in place around the injection zone will be
expanded to monitor the injection activities around the perimeter and within the injection area
(see monitoring well location map attached). Additionally, as required by 15A NCAC 2L
requirements a "Compliance Boundary" will be established to compensate for injection activities
that cross property boundaries. The following new shallow monitoring wells (CSX-31, CSX-32,
CSX-33 and CSX-34) will be added to existing monitoring wells (CSX-3, CSX-4, CSX-15, CSX-
16, CSX-17, CSX-21, CSX-22, CSX-23, CSX-25) to define the monitoring network as part of the
compliance boundary in this monitoring plan (see Attachment H1). These wells will be sampled
in accordance with "low -flow" sampling techniques to minimize the turbidity of the samples.
Samples from the wells will be analyzed for the presence of Resource Conservation and
Recovery Act (RCRA) metals plus antimony. The RCRA metals analyte list includes analysis for
the presence of total chromium. In addition, the samples collected from wells CSX-3, CSX-4,
CSX-15, and CSX-16 will also be analyzed for the presence Cr(VI) and total organic carbon
(TOC). Field measured parameters will be collected from each of the 13 monitoring wells
included in the monitoring plan. These parameters will include pH, oxidation-reduction potential
(ORP), dissolved oxygen, temperature, conductivity, and turbidity.
In addition, four monitoring well nests will be installed to monitor the success of the injection and
the movement of the injectate. These four well nests will be located between the reactive zones
and numbered CSX-27s and CSX-27d, CSX-28s and CSX-28d, CSX-29s and CSX-29d, and
CSX-30s and CSX-30d. The shallow wells will be screened from approximately 10 to 15 feet
bls. The deeper wells in each well nest will be screened from 20 to 25 feet bls. A proposed well
schematic illustrating shallow and deep aquifer zone well construction is shown on Attachment
H2. Samples collected from these wells will be analyzed for the presence of total chromium,
antimony and TOC (as needed). Field measured parameters will also be collected from these
wells to monitor the reductive environment present.
Two of the four shallow Type II wells CSX-31, and CSX-32 will be installed upgradient of the
release area and CSX-33 and CSX-34 will be installed cross -gradient of the spill area. CSX-31
and CSX-32 will be sampled to monitor the characteristics of groundwater entering the
treatment zone while CSX-33 and CSX-34 will be sampled to monitor groundwater
characteristics horizontally to the southeast and east of the injection area. Monitoring wells
CSX-25, CSX-23, CSX-22, and CSX-21 will function in to monitor groundwater the side gradient
or down gradient direction. In total, these wells will define the Compliance Boundary points at
the site (see Attachment H1)
A baseline groundwater monitoring event will be conducted prior to the injection event. A
groundwater monitoring event will be conducted approximately 45-days following the completion
of the injection event. The groundwater samples will be analyzed by a North Carolina certified
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ameO
laboratory. If concentrations of metals have not decreased to either below their respective North
Carolina 2L Groundwater Quality Standard or within 10 percent of background levels by the 45-
day sampling event, the wells will be sampled on a _quarterly basis until concentrations of the
specific metals reach either of these two endpoints.
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

or
-
r
i*
i
1
j
t
in
cam
0
Nt
Jll
AMEC Earth 8� Environmental
CLIENT:
r
[1'\�
0 1,2W
SITE LOCATION AND TOPOGRAPHIC MAP
FORMER DERAILMENT SITE
2200 Gamey Cw*9 Blvd„ Sufte 205
MorTbdis, North Caroline 275M
• • • •'"
SCALE APPROX.
ROSINDALE, NC
DR JVVB
aEv:
1' = 1,2W
CNa HMT
oATE: 11408-2009
FIGURE 1
PROD. NO.: 843008035

PROJECT NAME: Former Derailment Site
LOCATION: Rosindale, NC
CLIENT: CSX Transportation
SUBCONTRACTOR: Parratt-Wolff
DRILLER: Butch Stevens
WELL NUMBER: Well Nests (Wells 1 & 2)
INSTALLATION DATE:
FIELD REP: Kathleen Roush
PROJECT NO.: 643008037
ELECTRICAL LEAD CONNECTION
CONCRETE PAD
(SLOPED TO DRAIN)
FLUSH -MOUNTED
PROTECTIVE COVER MONITORING
(12" DIA. BOLT -DOWN) WELL NESTS
WELL #1 WELL #2
GROUND
0 0
SURFACE
QUICK CONNECT FITTING 0 0
TO WATER SUPPLY LINE
1 FT.
WELL SEAL
CEMENT/BENTONITE GROUT
2% BENTONITE BY WEIGHT
2" SCHEDULE 40, FLUSH
THREADED P.V.C.
WELL CASING
TOP OF ANNULAR SEALANT 7.0' 17.0'
3/8" DIA. BENTONITE PELLETS
TOP OF SAND PACK 8.0' 18.0'
#3 SILICA SAND
TOP OF WELL SCREEN 10.0' 20.0'
8" DIA. BOREHOLE
2" SCHEDULE 40, PVC
SLOTTED WELL
SCREEN W/.010 SIZE OPENINGS —
— BOTTOM OF WELL SCREEN 15.0' 25.0'
BOTTOM OF WELL 15.0' 25.0'
FLUSH -THREADED PLUG
f BOTTOM OF BORING 15.0' 25.0'
NOTE: Well #1 installed in shallow aquifer zone and #2 in deeper aquifer zone and #2 in deeper aquifer zone
PREPARED BY: Attachment
2200 Gateway Centre Blvd. TYPE II MONITORING WELL
Suite 205
ameeMorrisville, INC 27560 H n CONSTRUCTION SCHEMATIC
[phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT I
WELL DATA
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
ameO
Tel — [phone]
Fax — [phone]

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT I
WELL DATA
ameO
Attached is completion and abandonment information for groundwater monitoring wells which
are located at the site. AMEC has also included a Table 2 in this attachment that summarizes
the information available regarding nearby water -supply wells. A map showing the location of
the water -supply wells within a '/ mile radius of the site boundary is included in Attachment I.
Additionally, the NCDENR issued recovery and monitoring well installation permits for the two
properties affected (i.e., Lewis and Oliver) are included at the back of this attachment.
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

0.25 0.5 1 Miles
AMEC Earth & Environmental
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560
[phone]
CLIENT:
1 1
I'M
amec�
TITLE: WATER SUPPLY
WELL LOCATION MAP
Attachment
11
DR: CPM
CHK: HMT
DATE: 8/26/10
PROJ. NO:643008031

Table 2
Identified Water -Supply Well Information Within One -Mile Radius
CXST Former Derailment Site
Rosindale, North Carolina
PARCEUPIN
WELL INFORMATION
OWNER NAME
OWNER ADDRESS
CITY/STATE
ZIP
DESCRIPTION OR INFO
FROM LETTERS
125400087297
has well (drinking), depth unkown,
filter on pump
CHRISTOPHER L. UTLEY
PO BOX 95
COUNCIL NC
284340000
125400181219
18' dee , 1960's, shallow jet
JOHNNIE WALTER MCCREE
PO BOX 32
CLARKTON NC
284330032
HOME PLACE
125400189022
suspected well, no info available
SAM E ANDREWS (DEC) & CLARA BELL
10025 HWY 211 E
COUNCIL NC
284349712
PAIT LAND
124500705043
25' deep, 1960's, shallow jet
RACHEL MCCULLOCH
9071 NC HWY 211 E
COUNCIL NC
284340000
60', 1950, drinking (maybe)
124400989863
20' deep, 1960's, shallow jet
20' deep, old, shallow jet/unused
shallow, old, unused
MRS JEFF MCKOY (DEC)
125 PRESIDENTIAL BLVD APT 15D
PATERSON NJ
075220000
JOHN WALTER MCKOY LAND
125400271732
95' deep, 1968, submersible
HERMAN L CARROLL
430 LAWRENCE ST
BURLINGTON NJ
080161620
JAS TO BROWN
125400273607
100' deep, 1970's, submersible
JAMES DOUGLAS GIBBS ETUX FLORENCE
565 SAINT MARK AVE
BROOKLYN NY
112160000
JAMES T BROWN LAND
125400274779
100' deep, 1960's, submersible
JERUSALEM BAPTIST CHURCH
PO BOX 212
COUNCIL NC
284340212
1254-00-27-4779
125400347495
120' deep, 1959, submersible
105' deep, 1971, submersible
120' dee , 1966, submersible
MARLOWE FARM LLC
PO BOX 36
CLARKTON NC
284330000
CANAL IND LAND
124400983342 (2258)
100' deep, 1986, submersible
MARY COUNCIL BROWN
9486 NC HWY 211 E
COUNCIL NC
284348918
TRACT A
124400989274
well depth approx. 60'
CHRISTINE B MATHIS
131 WELLS BROTHERS RD
ROSEHILL NC
284580000
TRACT C
124400969527
20' dee , 1966, shallow jet
CYNTHIA LARKINS HAWKINS EXE
8648 CATFISH DR
CHARLOTTE NC
282143401
1244-00-96-9527
124400966893
suspected well, no info available
MARY COUNCIL BROWN
9486 NC HWY 211 E
COUNCIL NC
284348918
ACIE JAMES LARKINS LAND
124400960339
suspected well, no info available
DERWOOD CLARK
914 RICHARDSON ST
ELIZABETHTOWN NC
283379733
1244-00-96-0339
124400869606
letter returned as not deliverable
CARLEEN CLARK
PO BOX 56
COUNCIL NC
284340056
1244-00-86-9606
124400867623
suspected well, no info available
HENRY LEE BURNEY & JACQUELINE
484 MICROWAVE TOWER RD
COUNCIL NC
284349711
CATHERINE CLARK,HRS LID
124400868255
suspected well, no info available
CARLINE CLARK & CHRISTOPHER J CLARK
2914 SETTLE IN LANE
RALEIGH NC
276140000
1244-00-86-8255
124400864481
suspected well, no info available
CURTIS JOSHAY CLARK
1020 N GILMORE ST
BALTIMORE MD
212170000
CATHERINE CLARK LAND
124400866127
suspected well, no info available
ELIZABETH C GRAHAM & HUSBAND GLEN
581 MICROWAVE TWR RD
COUNCIL NC
284349711
ROBERT & GENEVA UTLEY LAND
124400867022
has well (drinking), 75' deep,
installed 1984
ELIZABETH GRAHAM
581 MICROWAVE TOWER RD
COUNCIL NC
284349711
JOHN & MARY CLARK
124400851398
suspected well, no info available
JOHNNIE PETERSON
128 SARAH PETERSON RD
COUNCIL NC
284349801
FROM J R CAULK
124400758304
150' deep, 2000, drinking
BOBBY O BROWN
779 MICROWAVE TOWER RD
COUNCIL NC
284349711
779 MICROWAVE TOWER RD
124400841933
80' deep, 1969, drinking; livestock; pond
ANNIE B. BROWN
857 MICROWAVE TOWER RD
COUNCIL NC
284340000
LOT 9 A-167/1676
124400765346
110' deep, 1972, submersible
MARLOW E FARM LLC
PO BOX 36
CLARKTON NC
284330000
HOME
124400670886
100' deep, 1960's, submersible
20' deep, old, shallow jet
MELVIN MCLEAN
311 HUMMING BIRD BLVD.
COUNCIL NC
284340000
Dennis McLean (Owner)
9072 NC 211 Hwy East
Council, NC 28434
(well used for drinking, irrigation, pool)
125400087545
20' deep, 1950's, shallow jet
JAMES M. YOUNG
PO BOX 4
COUNCIL NC
284340000
James M. Young
9741 NC 211 Hwy East
Council, NC 28434
(240' installed 2007, drinking, irrigation,
water livestock, and
125400185183
20' deep, 1964, shallow jet
CURTIS JOSHAY CLARK
1020 N GILMORE ST
BALTIMORE MD
212170000
Information from Eder Associates Corrective Action Termination Request, 1997, and information provided by property owner.
Source: Bladen County GIS Website (http://bladen.connectgis.com/default/default.aspx)

09/b9/1997 16:10 8036421806 ALLIANCE PAGE 15
North Caroling.
Department of Environment, Health, & Natural Resources
Division of Environmerltal Management
Groundwater Section
P.O. Box 29578 » l aleigh, N,C. 27626-0578
1. WELL LOCATION: (Show a sketch of the location• on back of farm,)
Nearest T'o%m: County
(Read. Community, &ubdivision, Lot No.)
2. OWNER: f
3.ADDRESS:O.S��llC7'J�F=
` 4. TOPOCMAPHY : dd-awe�, Slope, hilltop. Vanty,, lAtp pr
5. USE OF WELL.- t' �'I ! D . DATE: �.11
7. CASING REMOVED:
e-
8_ SEALING MATERLA.L;
Feat cement
bags of cement
gals, of water !l�
other
TI Te material
Ainount
aftAd,ternent
bags of cement .
yds. of sand
gals. of water
9. EN LATN MZI"ROD EMl7LAC MENT OF MATERIAL.',
7r—� F f F r'2-o u T-
Quadrangle No.
WELL MhUAM: Draw a detailed sketch of
the well sliowtng total depth. depth and dia-
meter of acreens remal=g in the well, gravej
interval, intervals of Casing perforations, and
depths and types of fill materiels used.
I do hereby certzfy that this well a.bandotunent record Is true and exact,
Signature of Contractor or Agent rCZ Q (7C Datc �L_
WE'LL LOG-290P1: Draw a locatioti sketch on the rive: se of this sheet. showing the direc-
tion and distance of the well to at least tiro (2) nearby reference points
such as roads, intersections and streams. Identify roads with State High
way road tdentiflcation numbers.
Submit eriginai to the Div' -lion of Environmental Management, one COPY to the. Driller.
and one copy to the owner.
GW-30 Reviscd 3/96

09/09/1997 16:10 8036421806 ALLIANCE PAGE' 16
North. Carolina
Department of Environment, Heglkh, & Natural Resources
Division of Fnvirorunental management
Groundwater Section
P.O. Box 20578 - Raleigh, N.C. 27626-0578
NA)U/e6A)A76A)7fi' / REG. NO
1. NVELL LOCATION: (Show a sketch of the location on back of form.) f
Nearest Torn: County hc -,�.
(Road. CQZnM1jrrity, Subdivision, Lot No.)
2. OWNER: ) //
.4. TOPOGRAPW : 4raw*, hope, hilltop. vallty, flat
o'. USE OF USLL DATE: -/ %
(3,'TOT'AL DEPI�H %c2 DLk. r.E'rl;R —
7. CASING REMOVED,
feet diarneter
8. SEALING MATERIAL:
Nest. cement / Sand rcm.ent
bags of ce.mt-qt !j bag3 of edment _-
gisla, of water w yds. of sand
gals. of water '
Other
Type material
Amount
9. E.VLAIN MEIMOD EMPLACEMENT OF MATERIAL.
77rRe M,21 r F
�uadrar�gle No.
WELL DIAGRAM: Draw a detailed sketch of
the well showir g total depth. depth and dia-
meter of screens remaining in the well, gravel
interval, intervals of casing perforahors, grid
depths and types of fill materials used.
1(IsX-ao
1 do hereby certify, that this welh abandcn=ent record is true and exact.
Signature of Contractor or Agent . I ° 6 taz� ze Date to r} 9 17
WELL iAC4TZON: Draw a location sketch on the reverse of this sheet, showing the direc-
tion And distance of the writ to at least ttivo (2) ntarby reference points
such as roads, iniasectiorta and streams. ldentdiy roads with 5tate High
way road Identification numbers.
Submit crigLual to the Division of Environmental Managt-nen.t. Otte copy to the. Driller.
and one copy to the owner.
GW-30 Revised 3/06

09/09/1997 15:10 8036421806 ALLIANCE PAGE 17
North Carolina
Department of Envirorunent, Health, & Natural Resources
Division of Environmental Management
Groundwater Section
RO. Box 28578 - Meigh, N.C. 27628-0578
CONTRACTOR
REG. ?%:Q
1. WELL LOCATION: (Show a sketch of the IoCatlon or. back of fann.J
Nearest Town: County
(Road, Community, SubMon, Lot No.)
OWN' —ER:
ADDRESS: iy C
' 4. TOPOGRAPHY : dr��jj vi. dope. htlItop, valley, flat p
5_ USE OF WE�d
LL: �.6'—1 DATE; k/' fn
6. TOTAL DEPM:—/� DIAM TER- a„
7. CASING REMOVED:
f
S. SEALING MATER U:
Nea4 S . ^t /
bags of cement
gals, of water
Other
-lWe material
Amount
Sad =ma^-t
bags of cement �.
yds, of aand
gals. of Rate;
9. EICIDLAIN Mr--N. OD EMpLACEM1;Nr or NiATERL4L.
_ RPmm,F r, of
Quadrangle No,
WELL DLS,GRAM: )Draw a detailed sketch of
the well showing total depth, depth and dia-
meter of aCreens rem ining in the well, gravel
Interval, intervals of easing perforations, arA
depths and types of U mate:-tals tised.
165 hereby ce:-ufy that this ueeU abandonment record Is true and exact.
Signature of Contractor OrAgent 1 , I�k �� Date _ U/ ^ r� r/" 92
WELL LOCATIONI; Draw a location sketch on the reve. se of this sheet, showing the direc-
tion and distance of the well to at least two (2) nearby reference points
such a, roads, intirsections and streams, Identify roads with State Higl;
way road identi9catiorn numbers.
Submit original to the Division of Environmental Management. ont copy to the Driller.
and one copy to the owner.
GW-30 Reviszd 3/96

North Carolina
Department of Envirorunent, Health, & NaturaI Resources
bivision of Environmental Management
Groundwater Section
P.O. Box 29578 - Raleigh. N.C. 27626-0578
COiYT-1kC,T0R i L R= G. NO.
1. WELL LOCATION: (Show a sketch of the iocatlori'ar. bars of fona,)
t tearest Tan-z: County }
(Road, o—m—mu.n!ty. Subdivision, Lot No.)
2. Oti=R:
3. ADDRESS:
TO°OGR4Fr.'!, ; d.0.F . slope. hilltop, valley, flat
RF.�c�'srW s•B- q
5. LSF.OFWELL: DATE:
1
6. i 4'?'ii, i) F, P i"t:: —25-L D IAIvi='^
7. CAS[NG R MOVED:
"ea_ ce-men: S ndCement
bags of ce:r.e-nt bags of c--inent
gals. C-. wz;ter / (J{ yds. of sand
gals. of water
Oche-
ypt matey:"i
Am0lint
E.MPLATSENTOF NLALTERLAL.
[ do $Ieby ce.-tify u t this weU abandonment rceor� Is true and exact,
Quad: aZ+g1� Aio.
WELL DUG.4A-M: Dray g dchai!ed sketch of
the well ShOwtng total depth. depth and d!a-
meter of szaz eens re-malrung in ttte atll, gravel
trnt=val, intervals of caslrg perforations, and
deptha and types of fill materials used.
Signatu: e of Contractor or Agents ) l 'X mate (6 a2- 9
- L� •:LO:+: Draw a location sketch cn the rrve--ze of this sheet, shaDrtng the dL*ec
tiorl and distance of the well to at least two (2) nearby reference poir to
such as rrIAS. Infe sec- dons and ,st.-cis. TCentify roads with State High
w-ay road identidieatiou numbers.
Submit original to theDSvirz:(=o€� isikf�snaguuen� ane copy'to tseDrilb:r. '.
and one copy to the owner. '
GW-30 Rcv:scd 3/96

NORTH CAROLNIA DEPARTW-W Of NATURAL FIE30URGES AAD CowAUF Ty DEVELOPMENT
D1V k%" Of FMnROFd1. AL ► MLkG },Eid7 - GROUNDWATER SECTIOM
P.O. BOX 27667 - M1JD0HXC. 17611, PHONE (o 19) 733-6M
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR S&ME, Inc,
FOR OFFICE USE ONLY
Quad. No. Serial No.
Let. Long..__--____ PC
Minor Baaln
Bash Code
Header Ent. GW-1 Ent
DRILLER REGISTRATION NUMBER N.C. 412 STATE WELL CONSTRUCTIONPERMIT NUMBER: 08-0068-WM-0032
I. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community i/mi east County: Bladen
(Road, Community, or Subdivision and Lot No.)
2. OWNER _ CSX Transportation
ADDRESS 500 Water Street'
I Street or Route No.
Jacksonville FL 32202
City or Town State Zip Code
3. DATE DRILLED 11/20-21/86 USE OF WELL _ Monitoring?
4. TOTAL DEPTH 2S ft. CUTTINGS COLLECTED ® Yes ❑ No
S. DOES WELL REPLACE EXISTING WELL? ❑ Yes Q No
6. STATIC WATER LEVEL: S. 97 FT. O above TOP OF CASNG.
VI below
TOP OF CASING IS 1 . 97 FT. ABOVE LAND SURFACE.
7, YIELD (gpm): N/A METHOD OF TEST
8. WATER ZONES (depth): _ Shallow water table aquifer.
9. CHLORINATION: Type Amount None
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 10 Ft. 2 in. Sch. 40 PVC
From To Ft.
From To Ft.
t 1. GROUT:
Depth
DRILLING LOG
From
0
To
5 ft.
Sand,
Forma 'on Descrip 'on
very ine to Fine, si:
5
18 ft.
_Sand,
tan to yellow, fine tomed
18
22 ft.
Sand,
grey, very fine.
22
25 ft.
Clay,
bhle-grey, sandy, silty.
11 additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
-
Depth
Material Method
From 0 To— _Ft.
Neat Cemen-t Trem
From
:i
To
Ft.
Q. SCREEN:
Depth
Diameter Slot Size Material
From
10 To
20 Ft.
2 kt 0.010 in. PyC
From
To
Ft.
in in.
S From
To
FL
in in.
13. GRAVEL PACK:
Depth
Size Material
From
8 To
22 Ft.
FX-45 quartzose sand
From
To
Ft..
4.REMARKS:
Bentonite
Seal,
6-8 ft.
See attached site map.
Well CSX-lA
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 16 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD HAS Bgo PHQVIOED3Q Tk,E WELL OWNER- . J
kit0wCarerr.15. : - �•�
DATE

MONITOR WELL SCHEMATIC.
------�
WELL No.c lA
Dote Comp|e|ed_L1/21l86_'
Project No. 44,96-091
Protective Casing
Protective Casing Longth__5—��__
Protective Cooing Stickup 1.97 t
Ground Surface E|wx
0 D OF CASING
LENGTH OF SCREEN
SCREEN OPENING SIZE 0.010 in
Well Casing Stickup 1.80 ft
O.0^
Grout
Casing
. ,
(Size aTypo)
Depth to Top of Bentonile 6
Benlonite
8 ft
_-Depth to Top o/ Gravel/Sand____
Grovel/Sand 10 �� -''Day�h/o Top o� Screen
Screen
0.010 in
(slot) �
^
---Dopth,o8u//omof Screen —2U—Jt�__ '
25 ft
----Toto| Depth
All Depths RwYuronood From Ground Surface.

NOOTH G A0L*-&. oEPAATMUO Of HATLPAL AMUFFCEe ANO COMMA"TY DEVUoP+64T
o(Y18r'Orr OF VNFY �AL IAAltA4E1." - GA0,MWATER K-CDON
P-00. DOX 27"T - 114DO"C. 27e11. PTIOrE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR SFME, Inc.
FOR OFFICE USE ONLY
Ouad No. serial No.
LaL Long _ Pc
Minor Basin
Basin Cade
Header Ent. aW-1 Ent -
DRILLER REGISTRATION NUMBER N.C. 412 PERMIT NUMBER: 08-0068-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community ^-- 1 mi. east County: Bladen
(Road. Community, or Subdivision and Lot No.)
2. OWNER CSX TTanSDortation
ADDRESS 500 Water Street
Street or Route No.
Jacksonville FL 32202
City or Town State Zip Code
3. DATE DRILLED 11/24/86 USE OF WELL blonitoriniz
4. TOTAL DEPTH 23 ft. CUTTINGS COLLECTED ®Yes ❑ No
S. DOES WELL REPLACE EXISTING WELL? ❑ Yes ®No
6. STATIC WATER LEVEL: 6.88 FT. O above TOP OF CASING,
© below
TOP OF CASING IS 1 • 84 FT. ABOVE LAND SURFACE.
7. YIELD (gpm},_N/A METHOD OF TEST
8. WATER ZONES (depth} - Shallow water table aquifer.
9. CHLORINATION: Type Amount None
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 9 Ft. 2 in. Sch.40 PVC
From To Ft.
From To Ft.
'11. GROUT:
'- Depth Material
From 0 To 5 Ft. Neat Cement
From To Ft.
12. SCREEN:
Method
Tremmie
Depth Diameter Sbt SIZe Material
From 9 To 19 Ft. 2 h 0.010 k1. PVC
From To Ft. h kt
From To FIL h h
Depth DRILLING LOG
From To Formation Descripti Q
0 4 Sand , orange - bra-rn very�in e to f in
—silty.
4 8 Sand. light-meditm zrw fine silt_
8 21 Interbedded, grey fine -mediLm sand
and Prey clan
21 23 Clay, medium grey, sandy, sil
11 additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
13. GRAVEL PACK:
Depth Slze Material
" From 7 To 23 Ft. FX-45 quartzose sand
a=
From To Ft..
A. REMARKS: Bentonite Seal 5-7 ft.
r
See attached site map.
Well CSX-2
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORfl.K7 TO THE WELL �/.P�,f� ? 9'zA F
SK3NATURE OF rX*TTTW(-.TrlA na Ardor
n A M

SOIL i MATERIAL ENGINEERS, INC.
MONITOR WELL SCHEMATIC.
WELL No. CSR -2
Date Completed 11/24/86
Project No. 4486-091
Protective Casing
Protective Casing Length ft
Protective Casing Stickup 1.84 ft
Ground Surface Elev.
>• Ili Itl
0 D OF CASING 2 in
LENGTH OF SCREEN 10 ft
SCREEN OPENING SIZE 0.010 in
Well Casing StFckup 1.70 ft
13 0
(�
O
Grout
.
P
Neat ce•nent
O
O-
'
(Type)
e
Casing
2 in PVC. Thrd
°.:..
(Size r Type)
Cp-'.
oti 6
Depth to Top of Bentonite 5 ft
Bentonite
r
1./4 in peiiets
1-'
(Type) �� :' -----Depth to Top of Gravel/Sand 7 ft
Gravel/Sond -_---Depth to Top of Screen9 ft
Screen -
0.010 in = �+
(Slot) - —
�•' -_--Depth to Bottom of Screen tg fr
Total Depth
Note: All Depths Referenced From Ground Surface.

• ►+OfiT11 CJ,� DEPAA?Maft Of NATURAL FE80-kga3 ANC) COAMdUMTY DEVELOPMENT
Rr✓zS QN OF EWPONuENTAL VANA404ENT - GROUNDWATER K-CnON
P.O. DOX 27e87-RA-DGKKC. 27e11, PrK* E (ote) ?"-6083
WELL CONSTRUCTION RECORD
FOR OFFICE LME ONLY
Quad. NO. Serial No.
Lat. Long Pc
Manor Sa s1,1
Bash Code
Header Ent. OW-1 Ent.
DRILLING CONTRACTOR S&ME, Inc.
N.C.412 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER PERMIT NUMBER: 08-0068-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community -J1 Mi. east
County: Bladen
(Road, Community, of Subdivfsfon and Lot No.)
2, OWNER CSX Transportation
ADDRESS 500 Water Street
treat or Roule No.
Jacksonville FL 32202
i City or Town State Zip Code
9. DATE DMLED - 11/25/86 USE OF WELL Monitoring
4. TOTAL DEPTH 24 CUTTINGS COLLECTED ® Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
6. STATIC WATER LEVEL: 6.37 FT. O above TOP OF CASING.
O below
TOP OF CASING IS 2. 29 FT. ABOVE LAND SURFACE.
7. YIELD Cgpenl N/A METHOD OF TEST
r!. WATER ZONES (depihl Shallow water table aquifer
IN
9. CHLORATION:
Type
Amount None
10. CASING
-
Wail Thickness
Depth
Diameter or Weight/Fl. Material
From 0
To 10
F1
2 in. Sch 40 PVC
From —To—Ft.—
From
To
Ft.
11. GROUT:
Depth
Material Method
From _ _0
To_6 Ft. Neat Cement _ Tremmig
From
1
To
Ft.
12. SCREE1t
Depth Diameter Sint Size Material
From 10 To 20 Ft. 2 h _ 0__010 h. PVC
Fr,>m To Ft. Irh in.
y From To FL h h
13. GRAVEL PACK:
Depth DRILLING LOG
From To Formation t�alDescript• n
0 3.5 Sand, orange-brm, very r°ine to f
sit y
3.5 14 Sand, greyish brown very fine to
mce L n I s i l ty•;
14 18 Interbedded grey sand and grel
clay.
18 23 Sand, grey fine tomediun clayey
23 24 Clay, grey, sandy.
If additional space Is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
See attached site map
Well CSX-3
Depth Size Material -
1 From 8 To 24 Ft. FX-45 Quartzoo sand
from To Ft.,
14.REMARKS: Bentonite Seal 6-8 ft
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 16 NCAC 20, WELL CONSTRUCTION
STANOARDS, AND THAT A COPY OF THIS RECORD S N PRO 0 THE WELL OW
11141,0
SIGNATURE OF CO�TOR OR AGENT
DATE

7
. .
S-011. & MATERIAL ENGINEERS, IN(—'
��[lN|T�l� VV�|| ��(�A�W|�T|��
�r MONITOR ' ^ ' ' ^^ ^ ' WELL ^- ^- ~- SCHEMATIC..
' ' ^- '~ ' ` ^ ' ~" �
. �
WELL No.
Date Completed __11/22/86
Project No.
4486-091
P,o,oc,)vo
Casing
Protective
Cosing Length _5_ft--'
Protective
Casing S|ickup-{.20-ft
Ground Surface E|ex
171 F F 7
OD OF CASING
LENGTH OF SCREEN
SCREEN OPENING SIZE 0-010
0.0
'
Grout
(Type
S
Casing
Depth to Top of Bantuni,o6 ft
___-_-
Benlonite
''4 iii — pellets;
—_-Dop,h to Top o/ Orovol/Sond8 ft
(Type)
18 �^
Grovel/Sond_- 'Dopth/o Top of Screen
��-_-'
Screen
0.010 in.
28 ft
---Dep/h^oBo|tomof Scman-_-_-___-
' ----Toto| Depth 24 ft
Nolec 4\| Depths RnYoronoud From Ground Surface.

WORrm CA-40�-wA 0eP,0,rrk4Er1 of KATU AL aEbOLARCES Iwo Coma "Tv DEvaoP+ET
CCYt3" Of ENYW)Or+.erTAL MAR40EI.ENT - Or:OUNOWATBi WCTION
P.O. eox 27e87 - PABO"C. MI PHONE (oto) 733-60"
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR S&lI`E, Inc.
FOR OFF" 113E ONLY
Ovid. No. No.
LeL Long pc _
minor sea In
8 a & in Code
Header Ent. OW-1 Ent._
DRILLER REGISTRATION NUMBER N.C. 412 STATE WELL CONSTRUCTIONPERMIT NUMBER: 08-0068-WM-0032
i. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community,-1 mi. east County: Bladen
(Road. Community. or Subdivision and Lot No.)
2. OWNER CSX Transportation
ADDRESS 506 Water Street
(Street or Route No.
Jacksonville FL 32202
+ City or Town Slate Zip Code
3. DATE OFULLED 11/25/86 USE OF WELL Monitoring
4. TOTAL DEPTH 20 ft . CUTTINGS COLLECTED 9 Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes O No
6. STATIC WATER LEVEL: 7.19 FT. Ll above TOP OF CASING,
® below
TOP OF CASING IS 2.24 FT. ABOVE LAND SURFACE.
7. YIELD (gown): NIA METHOD OF TEST
8. WATER ZONES (depth?: Shallow water table aquifer
9. CHLOFURATION: Type
to. CASING:
Wall Thickness
Depth Dlameler or Weight/Ft. Material
From 0 To 8.5 Ft. 2 in. Sc_ h 40 PVC
From To Ft.
Fr— To Ft.
1 t. GRC(JT:
Amount None
Depth Material Method
From 0 To 4.5 Ft. Neat Cement Tremmie
From To Ft.
12. SCREENt
Depth Diameter Slot Size Material
From 8.5 To 18.5 Ft. 2 In. 0.010in. PVC
Fr,)rn To Ft. in. In.
1
From To FL it to
13. GRAVEL PACK:
Depth DRILLING LOG
From To Formation Descnptinn
0 5 , Sand, orange -brown, very fihe to
silty.
5 17 SaW. tan -buff, very fine to fij
17 20 Sand, grey, very fine toinedit,m,
silty, slightly clayey
20 Clay, grey, sandy.
If additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads.
or other map reference points)
See attached site map.
Well CSX-4
Depth Sfze Material
From 6.5 To 20 Ft. FX-45 quartzose sand
From To Ft.,
14. REMARKS: Bentonite Seal, 4.5-6.5 ft.
i
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD nTf
WELL OWNER.
sJGNA11 OF CONTRACT OR AGENT DATE

SOIL i MATERIAL ENGINEERS, IN(-'
MONITOR WELL SCHEMATIC. -
WELL No. CSX-4
Dote Completed 11/25/86
Project No. 4486-091
Protective Casing
Protective Casing Length 5 ft
Protective Casing Stickup 2.24 ft
Ground Surface Elev.
% 11 111
Grout
?feat _ement
(Type)
Casing
2 in PVC, Thrd
(Size Q Type)
Be nton ite
1/4 in pellets
(Type)
Grovel / Sond
Screen
0.010 in
(Slot)
0 D OF CASING 2 iD
LENGTH OF SCREEN 10 ft
SCREEN OPENING SIZE 0.010 in
Well Casing Stickup 2.00 ft
W- 0.0
_Ni F,
ODp �
�o
O,.
o� go
C • o.. a.o.. I
Depth to Top of Bentonite 4-9 fr
Depth to Top of Gravel/Sand 6.5 f
__-__Depth to Top of Screen 8.5 ft
18.5 ft
-Depth to Bottom of Screen
;.-.:
.,-----Total
20 ft
Depth
Note: All Depths Referenced From Ground Surface, 1
1_

►*OriTH CJ.AQ" DEPART►fNT Of 1tATURAL REBC XJ U$ ANO COCFA."TY DEVROPMDrt
Cx'e* N OF ENVWON�qAL IA&K E),@(T - OROU 4DWATER SECTION
P.O. BOX 27e61 - f3A1.El KKC, 27e11, pr*W (gio) 733-80"
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
OVed NO. Serial NO.
Let. Long ____ pa _.
Mbar Ba ain
Basin Code
Header Ent. OW-1 Ent.
DRILLING CONTRACTOR _ SAME Inc.
N . C . 412 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER PERMIT NUMBER: 08-0068-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community,-1 mi. east County: Bladen
(Road, Ccmmunity, or Subdivision and Lot No.)
2, OWNER CSX Transportation
ADORE SS SOO Water Street
treat or Route No.
Jacksonville FL 32202
City or Town Slate Zip Code
3. DATE DRaLLED 11/2S/86 USE OF WELL hIonitoring
4. TOTAL DEPTH 2S CUTTINGS COLLECTED ® Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ®No
6 STATIC WATER LEVEL: 5.74 FT. O above TOP OF CASING,
Q below
�. TOP OF CASING IS 2. 1 5 FT. ABOVE LAND SURFAGE.
7. YIELD (gprny N/A METHOD OF TEST
8. WATER ZONES (depth} - Shallow water table aquifer
9. CHLOP2 ATION:
Type
Amount None
10. CASING
Wall Thickness
Depth
Diameter or Weight/Ft. Material
From 0 _ TotFt.
2 in . Sch . 40 PVC
Frorn
To
Ft.
From
To
Ft.
11. GROUT:
Depth
Material Method
From 0
To 4
Ft.
Neat Cement Tremmie
from
To
Ft.
12. SCREEIk
Depth
Diameter Slot Size Material
From 8
To 18
Ft.
2 kt 0.010 irti PVC
From
To
Ft,
ktlrl.
1 From
To
FL
Ir1 Irt
Depth
DRILLING LOG
From
0
To
3
Sand,
Formatio Description
orange-�rown, very fin
to fine, silty.
_ 3
15
Sand,
tan to brown very fin
15
18
.to medium,
Sand,
Slightly. silty,_
grey, very fine to fin
Silty.
18
25
Clay,
grey, sandy.
If additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at bast two State Roads,
or other map reference points)
See attached site map.
Well CSX-5
13. GRAVEL PACK:
Depth Size Material '
Frorn 6 To_ 25 Ft. FX-45 q,Tar os sand
From To Ft..
pit. REMARKS Bentonite Seal 4-6 ft.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 16 NOAC 2C, WELL CONSTRUCTION
STANDARDS, ANO THAT A COPY OF THIS RECORD BEE 0 WELL OWNER
C ?W A TI IQC (1C !`f krM i /NT r4 o r%n t nc�rT n rr

SOIL t MATERIAL ENGINEERS, INC.
MONITOR WELL SCHEMATIC.
WELL No. CSX-5
Date Completed 11/25/86
Project No. 4486-091
Protective Casing
Protective Casing Length 5 ft
Protective Casing Stickup 2.15 ft
Ground Surface Elev.
Iwl
Grout
Neat ceme::t
(Type)
Casing
2-in PVC, Thrd
(Size a Type)
Bentonite
:/h it pellets
(Type) -
Grovel/Sand
Screen
0.0io in
(Slot)
0 D OF CASING 2 in
LENGTH OF SCREEN _10 ft
SCREEN OPENING SIZE 0.010 ir.
Well Cosing Stickup 2.04 ft
411, 0.0
',. "
0QD �
0
� o ritsO
is
�o cp
O:•
�: o0
• Q•
o� go
p`o•. po.
Depth to Top of Bentonite 6 fr
r,
1-'
Depth to Top of Gravel/Sond6 ft
G• -
I �•
_7* -____Depth to Top of Screen 8 ft
_ - Is ft
�:c T ___-Depth to Bottom of Screen
___-Total Depth 25 ft
Note: _All Depths Referenced From Ground Surface.

kPORTH CAFk-v.xyA DCPANTW-W OF HATli3AL RE80lJRGEs ANO C04 M TY DEVELUVkXT
D ecS)OH Of E7NVtR0r3.@RAL LWN40AENT - OROUNDWATEA SECDON
P.O. BOX 27e67 - RX-E)ORKC, 27411. PHOME (g 19) 1"-60a3
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Ouad No. Serial No.
Let. Long. Pc—
Mhor Begin
Beam Code
Header Ent. GW-i Errl
DRILLING CONTRACTOR SBME. Inc.
N.C.412 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER PERMIT NUMBER: _ 08-0068-n-0032
1. WELL LOCATION: (Show sketch of tha location below)
Nearest Town: Rosindale Community,-1 mi. east County: Bladen
(Road. Community, or Subdivision and Lot No.)
Depth DRILLING LOG
2. OWNER CSX Transportation
FromTq Formation Description
1 Fill dirt
ADDRESS 500 Water Street
2 13 Sand, orange -brown, very fin
treat or Fate No.
Jacksonville FL 33202
to fine, silt Y•
City or Town Slate zip Code
13 18 Sand, tan to brown, very fin
3. DATE ORR-LED 11/26/86 USE OF WELL Monitoring
to fine, slightly silty.
4. TOTAL DEPTH 20 ft. CUTTINGS COLLECTED ®Yes ON.
18 20 Silt, grey, very clayey, san
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes 0 No
6. STATIC WATER LEVEL: 6`22 FT. O above TOP OF CASING.
Q below
. TOP OF CASING IS 2. 25 FT. ABOVE LAND SURFACE.
7. YIELD (Qtun): N/A METHOD OF TEST
8. WATER ZONES (depth}: Shallow water table aquifer
9. CHLOPJNATlON: Type Amount None
to. CASINQ
Wall Thickness
If additional space is needed use back of form.
Depth Diameter or Weight/Ft. Material
From 0 To 7 Ft. 2 in. Sch. 40 PVC
LOCATION SKETCH
(Show direction and distance from at least two State Roads.
- From To Ft.
or other map reference points)
From To Ft.
t 1. GROUT:
Depth Material Method
See attached site map.
From 0 To 3.5 Ft. Neat Cement Tremmie
Well CSX-6
From To Ft.
Q. SCREEN:
Depth Diameter Siol Size Material
From _7 To. 17 Ft.-_ 2 in. 0. 010 in. PVC
F(.)m To Ft. _ h in.
From To FL h In,
13. GRAVEL PACK:
Depth Size Material .
From S To IS Ft. FX-4-S quartzose sand
From To Ft.,
14. REMARKS: Bentonite Seal 3. S-S ft.
■
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF TNtS RECORD HA BEEN VlDED WELL OWNER•
i -
WMnIAf7 rK r'.CnarraA1-T rw Arr:1,rr n.rr

SELL i MATERIAL ENGINEERS, INC,
MONITOR WELL SCHEMATIC .
WELL No. CSX--6
Dote Completed ' 1 /26/86
Project No.4486-091
Protective Casing
Protective Casing Length 5 ft
Protective Casing Stickup 2.25 ft
Ground Surface Elev.
Grout
I
e t cerner_�
(Type)
Casing
2 in PVC. Thid
(Size Q Type)
Be nton ite
1/4 4- . P.tS
(Type)
G rave I / Sond
Screen
0-010 in
(Slot)
0 D. OF CASING 2 in
LENGTH OF SCREEN 10 ft
SCREEN OPENING SIZE 0.010 is
Well Casing Stickup 2.15 ft
I ,
0.0
C
O
Q ••p.. o 0
Depth to Top of Bentonite 3.5 ft
Depth to Top of Gravel/Sand 5 ft
___-_Depth to Top of Screen
ft
4.
— wti
:Z T•2�1:- I
----Depth __Depth to Bottom of Screen 17 ft
-Total 20 ft
Depth
i
Note: All Depths Referenced From Ground Surface.

W-ATM CAr+,7 W GGPARTWW Of NATURAL FIESOLWCS ANO COMMI. ry OCV$OPME)'Cr
CN—>N') r Of EllYYaON►F} AL h-MOOD EKT - 010U NDWATEP SECTION
I.O. DOX 27ee7 - R�C. 27e11, P"OrE (919) 7SJ-6o,"
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad No. Serial No.
Lat. Lore Pc
Minor Basin
Basin Cod.
Header Ertl. OW-1 Ent.
DRILUNG CONTRACTOR _ S6ME, Inc.
STATE WELL CONSTRLKT,
DRILLER REGISTRATION NUMBER - N.C. 412 PERMIT NUMBER: 08-0068-WM-0032
1. WELL LOCATION: (Show sketch of the tocation below)
Nearest Town: Rosindale Community,— 1 mi. east
County:
(Road. C--.e reunify, or Subdivision and Lot No.)
2. OWNER CSX Transportation
ADDRE SS 500 Water gee
SUoe1 or oute No.
Jacksonville FL 32202
City or Town State Zip Code
3. DATE OPUILLED 11/26/86 USE OF WELL Monitoring
4. TOTAL DEPTH 22 CUTTINGS COLLECTED © Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ®No
6. STATIC WATER LEVEL: S.33 FT. O above TOP OF CASING,
0 below
TOP CIF CASING IS 2.08 FT. ABOVE LAND SURFACE.
7. YIELD (4om} _N/A METHOD OF TEST
8. WATER ZONES (depth} _ Shallow water table aquifer
9. CHLORL"iATION: Type Amount None
to. CASIt
- Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 8.S Ft. 2 in. Sch 40 PVC
From To F1.
From To Ft.
11. GROUT:
Depth Material Method
From 0 To 4. S Ft, Neat Cement Trernmie
From To Ft.
12. SCREEM
Depth Diameter Slot Size Material
From S . 5 To 18. S Ft. 2 in. 0.010 in. PVC
Fr.Nn To FL FL IrL
From To FL in In.
13. GRAVEL PACK:
Depth
DRILLING LOG
From
To
Formation Description
0
4
Sand,
orange -brown very fi:
4
8
t-o fine,
Sand,
silty,
tan -light brown, very
fine
to fine very silty.
8
12
Sand,
as above, orange-brota-
12
18
Sand,
tan to buff, medium
clean.
1R 22 Sand, gTex vexx fine to fi7
very silty, slightly clayey.
22 Clay, grey, sandy.
If additional space Is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
Depth Size Materiel
From 6 To 22 Ft. FX-45 quartzose sand
From To Ft..
14.REMARKS: Bentonite Seal, 4.5-6 ft.
See attached site map.
Well CSX-7
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 16 NCAC 2C, WELL C XISTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD IMM�-
Q WELL O NER.
llflo
SIGNATURE OF CONTRACT OR AGFNT nATF

.. .
° ..
. .
K�[lN|T�l� VV�|| ���A�K��T/��
MONITOR . . . ^ .~ . . WELL ^- � ^ SCHEMATIC
. . ^- .. ' . . . ..
WELL No
Dote Completed P/ojec, No.
Protective Casing
Protective Casing Length 5_1t----
Protective Casing Stickup 2.<08_tt
Ground Surface E!ev,
OD OF CASING 2 in
LENGTH OFSCREEN
SCREENOPENING SIZE <L.}10-ill
__
2.00 ft
Well Casing Stickup
|
/
Grout
/
(Type2
�
Casing
in PVC, Thr
(Size 8 Type)
�
U
�O.4�j---_
Depth to Top of Bentonito4.5_ft_� �
Bentonite
1/4 in pellets
- - Depth to Top o/ Grovo|/Sond-6��'
----Depth to Top o/ Screen 8.5-��_--_
� �t
---_Dep/h/nBottom of Screen 18.���-��_
-_--Toto| Depth 2" ft
Note: All Depths Referenced
From
Ground Surface.

.: d.,..,..'laif:.•.;a\:. �:ti1t<27:.i.n7v'ifC.:.f�fi:::.i:.+P.+1A:t7:�.7.7.f.2.f.7.7�2.::.`.: v'.. ..... n.:.:.:v.ti:...�J.:C•:..w\... ..V•.w... .......... . ....... ... ...
NORTH CAROUNA DEPARTMENT OF NATURAL RESOURCES AND COMML"TY DEVELOpMEtrr
D(Y1:1ON OF eAlMorr xTAL MANAGEMENT - GROUNDWATER sscnoN
P.O. BOX 27887- RAL.EK KN.C. 27e11. PHONE to10) 733-W83
WELL OONSTRUCTION RECORD
DRILLING CONTRACTOR ATEC Associates, Inc.
Quad. No.
FOR OFFICE USE ONLY
_ Serial No.
Long. pc
Minor Basin
Basin Code
Header Ent. GW-1 Ent
DRILLER REGISTRATION NUMBER -696 STATE WELL CONSTRUCTIONPERMIT NUMBER: 08-0068-M-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale County. Bladen
State Route 211
(Road, Community, or Subdivision and Lot No.)
2. OWNER MX Tranrtatl0n
ADDRESS
Street or Route No.
Tacksornri i 1 P, Pi- ":II22n?
City or Town State Zip Code
DATE DRILLED d,L�RR USE OF WELL _ninnitoring
TOTAL DEPTH 26.0' CUTTINGS COLLECTED ❑ Yes O No
5. DOES WELL REPLACE EXISTING WELL? ®Yes ❑ No
i. STATIC WATER LEVEL: NA FT. ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS 3.0' FT. ABOVE LAND SURFACE
YIELD (gpm): NA METHOD OF TEST
�. WATER ZONES (depth): —NA
CHLORINATION: Type NA Amount
Depth DRILLING LOG
From To Formation Description
0'-0.5' Black fine sand
0.5'-9.0' Tan and white silty fine sa
9_0'-17 tl' _Tan c01- fins-marliiim cand
with tan and brown clay
12.0'-19.0' _Brown and tan clayey sand
19.0'-26.0' Grey clayey very fine -
fine sand.
10. CASING:
Wall Thickness If additional space is needed use back of form.
Depth Diameter or Weight/Ft. Material
From _ 0. 0' To 10. 5 Ft. 21' Sch 40 PVC LOCATION SKETCH
(Show direction and distance from at least two State Roads,
From To Ft. or other map reference points)
From To Ft.
1. GROUT:
Depth Material Method
From 0.0' T05.O' Ft:cement/bentonite mix Pump
From To Ft.
2. SCREEN:
Depth Diameter Slot Size Material
From 1 n_ S' To 75 52 Ft. 7" in _ni n" in. Pyr
From To Ft. in in.
From To Ft. in, irt,
'3. GRAVEL PACK:
Depth Size Material
From 8. 0' To 26, 00 , Ft. 20 tidtUrAl coarse sand
From To Ft._
.d. REMARKS: —Ben ton i to 5 -a 1 5.01 0 8.01
See attached Site Maps for CSX 8A
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL C
STANDARDS, AND THAT A COPY OF THIS RECORD HAS41EEN PROVIDED Tq/.n15�[L ER.

............ - -
1 .
.,. . , wf: •.!..:.:ti::wtii::....:I: w \: tiI1I: i..w \... :.1> i .\.... .. }!:]}:}\. .1}i}{N:ViI\.\.... I:iii}]�if:f:}:•.\..1.. , .. .\:1:f.:.}.}\. .\.. .\....... ...w :•\:.. .t .. .. ..: ti.. \. .. .♦ .. . ... . , ..... -
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-8A
DATE DRILLED 11-16-87
PROTECTIVE STEEL CASING
PVC CAP — WITH LOCKING CAP
� v
w ia d F-
100.tOw o o v DESCRIPTION
0.5 TOPSOIL - BLACK FINE SAND (SM)
TAN SILTY FINE TO MEDIUM
GROUT SAND (SM)
94t 6.o
93A 6.5
91,6 A_S
5.o —
TAN AND WHITE SILTY FINE TO
MEDIUM SAND (SM)
BENTONITE SEAL
2"0 PVC RISER
12.0
8-7.•1
13.0
TAN SILTY FINE TO MEDIUM
SAND (SM) WITH TAN AND BROWN
CLAY (CL)
i
14.5
t.t==4
TAN AND BROWN FINE TO COARSE
16 O
SAND (SM) W/TRACE of CLAY
BROWN CLAYEY SILTY SAND (St")
SAND PACK
19.0
--•-•--.......
- •._ .....
.._.-'.;,
,;
REDDISH ORANGE CLAYEY FINE SAND
(SC)
20.0
-
2"0 PVC SCREEN
GREY MICACEOUS SILTY CLAYEY
(.010 SLOTTED)
VERY FINE TO FINE SAND (SC)
8"0 BORING
74.1
0
THREADED 26.0
128.0
PLUG
GREY MICACEOUS SILTY CLAY (CL)
72.1
28.0
13GRUIG-rEPTNATED
u o
► MMCT
-_-
ATEC As/oClaMs, MG
CSX TRANSPORTATION
ROSINDALE, NORTH CARCLINA
HORZ:
NOT TO SCALE
CALL
1" = 4"

... ..` :•�::. y:<Y:: .v ..`. :<h:.:titi`1 . }it.tA`\Si.�`iti}tf iSJv v..44.Ti}4`:..v..v`.w.}.}`:•h; 4`h.wyw .`..h....... 4.. .v`, v"...w .. .`....hv ......... .M .•.......... .......� ..w . .... • ..
NORTH CAROUNA DEPARTMENT OF NATURAL RESOURCES AND COWA"TY DEVELOPMENT
DIVI340N OF ENVIRONh1ENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27837 - RAlEIG-4AC. 27011. PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR ATEC Associates, Inc.
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. Long. Pc
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
N. C. 696 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER PERMIT NUMBER. _ 08-0068-WM-0034
WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale Community, 1 mi E. County Bladen
(Road. Community. or Subdivision and Lot No.)
OWNER CSX •Transportation
ADDRESS 500 Water Street
Jacksonv i l l e,stette No.
City or Town State Mon i t Z ng1`9
DATE GRILLED 11-17-87 USE OF WELL QcQvery
TOTAL DEPTH 28. 0 CUTTINGS COLLECTED B Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
STATIC WATER LEVEL: 7. 66 FT. ❑ above TOP OF CASING,
fM below
TOP OF CASING IS 3.06 FT. ABOVE LAND SURFACE.
7. YIELD (gpm): NA METHOD OF TEST
WATER ZONES (depth): Shal low water table oAuifer
CHLIORINATION: Type
CASING:
Depth DRILLING LOG
From To FTTly ti?o MSSW8n
0.0 1.0 Black sI1lL
1.0 5.0 Tan clayey silty fine to
very fine sand.
5.0 9.0 Tan and grey silty fine to
medium sand.
9.0 13.0 Greyish -white silty .fine to
coarse sand.
13.0 15.0 Tan and grey clayey silty
fine to coarse sand.
15.0 17.0 Greyish -white silty fine sarn
with grey clay.
17.0 21.5 Grey clayey silty fine to
NA very fine sand.
Amount 21 5 25 0 Gre micace us the san c
Wall Thickness
Depth
Diameter or Weight/Ft. Material
From
0.0 To
10.0 Ft
•4 in. Sch 40' PVC
From
To
Ft.
From
To
Ft.
GROUT:
Depth
Material Method
From
0.0 To
5.0 Ft.
Type I Gravity
From
To
Ft.
Portland
12. SCREEN:
Depth Diameter Slot Size Material
From 10.0 To �5•0 Ft. 4 in. 0.010 in. PVC
From To Ft. irL in.
From To Ft. in. in.
13. GRAVEL PACK:
Depth Size Material
From 7.5 To 28.0 Ft. No. 20 Atlanta sand
From To Ft..
REMARKS: Bentonito Seal, 5.0 - 7-T ft.
y o y
If additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
See attached Site Map CSX-9.
1 00 HEREBY CERTIFY THAT THIS WELL WAS COS RUCTED IN COR ANCE '. ITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECOR BEEN PRO I I HE YE? _ OWNER.
. 3a
1!`.KIATI IOc (1c P`/1}.iTn.A T1 0 110 A/^' . Tr

r o
r
z E-
o w
� F-
w n.
ll 00. 2 w o
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-9
DATE DRILLED 11-17-87
PROTECTIVE STEEL CASING
WITH LOCKING CAP
n- LA—
o DESCRIPTION
1.0 TOPSOIL- BLACK SILTY FINE SAND (SM)
TAN CLAYEY SILT FINE TO VERY
GROUT FINE SAND (SM)
95.2 5.0 — -- 5.0
BENTONITE SEAL TAN AND GREY SILTY FINE TO
92-74 7.5
MEDIUM SAND (SM)
-
4"0 PVC RISER
9.0
90.•2
10.0
REYISH'WHITE SILTY FINE TO
COARSE SAND (SM)
'
SAND PACK
13.0
"
4"0 PVC SCREEN
AN AND GREY CLAYEY SILTY FINE
15.0
0 COARSE SAND (SM)
(.010 SLOTTED)
REYISH WHITE SILTY FINE SAND(SM)
ITH GREY CLAY (CL)
17 0
12"0 BORING
3REY CLAY Y FINE TO VERY
INE SAND (SC)SILTY
21.5
REY MICACEOUS FIND SANDY
LAY (CL)
75.2
25.0
PVC CAP 25•0
GREY MICACEOUS CLAYEY SILTY
INE SAND (SC)
27.0
GREY MICACEOUS SILTY CLAY (CL)
72.2
28.o.
28.0
Lmeaft
IAOJCCT
ATEC Amoda6ss, kw-
CSX TRANSPORTATION
ROSINDALE, NORTH CAROLINA
HORZ: NOT TO SCALE
&CAL[ I"— 4f, .

NORTH CAROUNA DEPARTMENT of NATURAL RESOt1RCES AND CO1.1MLMmr DEVtZOPtAENT
DIVISION OF ENVIRONMENTAL MANAGEMENT - GRO(>40yrATEp SE-GnON
P.O. BOX 27887 - RALEIGRWC. 27811. PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR ATEC Associates, Inc.
FOR OFFICE USE ONLY
Quad. No. Serial No.
UL Long,_Pc _
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
N. C. 696 STATE WELL CONST1tgAl-WM-0034
DRILLER REGISTRATION NUMBER PERMIT NUMBER: u� tf
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Ros i nda l e Community, l m i E.
County: B 1 aden
(Road. Community, or Subdivision and Lot No.)
2. OWNER CSX Transportation
ADDRESS 500 Water Street
Sire 33I fjoute No.
Jacksonville, FL Lu0G2
City or Town State ZI Code
11-18-87 Monitolving/
3. DATE DRILLED USE OF WELL _Recovery
1. TOTAL DEPTH 28. 0 CUTTINGS COLLECTED ®Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ®No
3. STATIC WATER LEVEL: 7. 10 FT, ❑ above TOP OF CASING,
29 below
TOP OF CASING IS -_3.35 FT. ABOVE LAND SURFACE.
7. YIELD (gpm): NA. METHOD OF TEST
3. WATER ZONES (depth): Sha 1 1 nw water tabl a a.gu i fer
-). CHkORINATION: Type Amount NA
0. CASING:
Walt Thickness
Depth Diameter or Weight/Ft. Material
From 0.0 To 5•0 Ft 4 in. Sch 40 PVC
From -To-Ft.-
From -To-Ft.-
1. GROUT:
Depth Material Method
From 0.0 To 2.0 Ft: Type I Gravity
From To Ft. Port 1 and
12. SCREEN:
Depth Diameter Slot Size Material
From 5.0 To 25.0 Ft. 4 in. 0.010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
13. GRAVEL PACK:
Depth Size Material
From 3.0 To 28.0 Ft. No. 20 Atlanta sand
From To Ft.�
4. REMARKS: Bentonite Seal, 2.0 - 3.0 ft.
Depth
DRILLING LOG
From
0.0
To
1.0
FQQrmati 0 Descripti n
Black silty fine sand.
1.0
5.5
Tan clayey silty fine sand.
5.5
7.0
Tan and greyish white silty
fine to medium sand.
7.0
9..0'
Grey silty fine to medium s;
9.0
10,5
Orange tan silty fine to
medium sand.
13.0
15.0
Light orange micaceous silt,
fine to medium sand.with lir
grey clayey layers.
15.0
18.0
Greyish white clayey silty 1
to very fine sand.
18.0
21.5
Grey clay fine to very fine
sand.
If additional
space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
.See attached Site Map CSX-10.
1 DO HEREBY CERTIFY THAT THIS WELL WAS CON iUCTED IN ACCORDANCE WITH
WITH 15 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD v%AS/BEEN PROVIDE�TO T)jE-OWNER. I - -
'30
ATI IL7G nf7 rMIT13 r'%❑ no

.. _ . .......... ......... .. ...... .. .. . .. . .... ......... ... ......,.,....a ......:.:.:.. w�Y:tSiS�-.....:.hY.y,,•.1.:....•Yt.. ...Yw ..... . ... . • . . . • •. • ,. � . t. .n
MONITORING
r-
z F-
PVC CAP
99.1 w o
WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-10
DATE DRILLED 11-18-87
PROTECTIVE STEEL CASING
WITH LOCKING CAP
x
o v DESCRIPTION
1.0 TOPSOIL - BLACK SILTY FINE SAND
(SM)
GROUT
97.1 2.0
TAN CLAYEY SILTY FINE SAND (SM)
96 1 3 0
BENTONITE SEAL
4"0 PVC RISER
94.1 5.0
5.5
TAN AND GREYISH WHITE SILTY FINE
.
TO MEDIUM SAND (SM)
7.0
GREY SILTY FINE TO MEDIUM SAND
9.0
4110 PVC SCREEN ORANGE TAN SILTY FINE TO MEDIUM
10 5 SAND (SM)
(.010 SLOTTED)
ORANGE TAN AND TAN SILTY FINE
TO MEDIUM SAND (SM)
—
13'0 LIGHT ORANGE MICACEOUS ILTY
FINE TO MEDIUM SAND (SM WITH
LIGHT GREY .CLAYEY LAYERS (CL)
15.0
SAND PACK GREYISH WHITE CLAYEY SILTY
FINE TO VERY FINE SAND (SM)
18.0
,-
GREY CLAY FINE TO VERY FINE
SAND (SC)
12"13 BORING
21.5
GREY FINE SANDY CLAY (CL)
74.1 25.0
PVC CAP
27.5
71.1 28.0
GREY MICACEOUS SILTY CLAY (CL)
Lm"wo
PAoxCT
ATEC A>Nockg s im
CSX TRANSPORTATION
HORZ: NOT TO SCALE
R.OSINDALE, NORTH CARLIIJA
1" = 4"
acne:

NORTH CAROUNA DEPARTMENT OF NATURAL RESOURCES ANO COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27687 - RALF}GI•i4N.C. 27611. N40NE (81 B) 7a3-6083 Quad. No.
Lat.
WELL CONSTRUCTION RECORD Minor Baste
Basle Code
Header Est.
DRILLING CONTRACTOR ATEC Associates, Inc.
FOR OFFICE USE ONLY
_. Serial No.
Long. Pc _
GW-1 Ent
DRILLER REGISTRATION NUMBER N. C. 696 STATE WELL CONSTRUCTION
PERMIT NUMBER: _ 08-0068-WM-00 4
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale.Community, 1 mi E. Bladen
County:
(Road. Community. or Subdivision and Lot No.)
OWNER CSX Transportation
ADDRESS 500 Water Street
Jacksonville, Tril.p,[,( We No.
City or Town r� 3LuSGtate Zip.Cod
3. DATE DRILLED 1 1-19-87 USE OF WELL • °mover 1 ng�
. TOTAL DEPTH 28.0 CUTTINGS COLLECTED 0 Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
STATIC WATER LEVEL: 6.66 FT. ❑ above TOP OF CASING.
TOP OF CASING IS 3.26 0 below
FT. A OVE LAND SURFACE.
7. YIELD (gpm): NA METHOD OF TEST
. WATER ZONES (depth): Shallow water table -aquifer
^ CHLORINATION:
I. CASING:
Type Amount NA
Wall Thickness
Depth Diameter or Welght/Ft. Material
From 0.0 To 8.5 Ft 4 in. Sch 40 PVC
From To Ft.
From -To-Ft.-
GROUT:
Depth Material Method
From 0.0 To 3.0 Ft. Type I Grav i ty
From To Ft. Portland
12. SCREEN:
Depth Diameter Slot Size Material
From 8.5 To 23' S Ft. 4 in 0. 01 0 in. PVC
Fr,om To Ft. in in.
From To Ft. in. in.
13. GRAVEL PACK:
Depth Size Material
From 7.0 To 28.0 Ft. No. 20 Atlanta sand
From To Ft,
REMARKS: Bentonito Sea], 3.0 - 7.0 ft.
Depth
Fr
0T 0T7
0.5 6.o
6.o 8.0
8.o 10.0
lo.o 14.5
14.5 17.5
DRILLING LOG
B l ack f ine me� I m�?ainO .
Tan'ciayey silty fine to
medium sand.
Tan silty fine to medium sal
Tan silty fine to coarse sat
Greyish white silty fine to
coarse sand.
Light tan slightly clayey
silty fine to coarse sand, 1
slightly micaceous slightly
clayey fine to medium sand.
17.5 22.5- Grey micaceous clayey silty
fine to very fine sand.
22.5 25.0 _Grey micaceous very fine sar
If additional space is needed use back of form.
_LOCATION SKETCH
(Show direction and distance from at least two Slate Roads.
or other map reference points)
.See attached Site Map CSX-11.
I DO HERc3Y CERTIFY THAT THIS WELL WAS CONS UCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD EEN PROVID O T yV L OWNER.
• la 3 tr
SI .NATIIRF rlF !'/1n�TOn Tin no •�.-.,r . __

.. .,.........,..�:1::..:ti`:4..v:):j.:4ti:.4.....�4 ...``:.lti •: .\:.: ....... .. ...• `:!.!. .....•: C.nr...n ...... f ... .. .. .. ... ..n ,...... .. .... ... . ... ., . .,• .�., i .
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-11
DATE DRILLED 11-19-87
z f::� PROTECTIVE STEEL CASING
v PVC CAP WITH LOCKING CAP
x =
w a. a F-
5 w uJ o w DESCRIPTION
o�
0.5 TOPSOIL, -)BLACK FINE MEDIUM —
GROUT AN(1 (SM
TAN CLAYEY SILTY FINE TO MEDIUM
95.5 3.0 SAND (SM)
1 75.0 -�
23.5
1 7 0.5 --1— 2 8.0
uoa+o
H2S ODOR NOTED
HORZ: NOT TO SCALE
SCAu 1 " = 4'
_BENTONITE SEA
6.o
TAN SILTY FINE TO MEDIUM
4110 PVC RISER SAND (SM)
8.0
TAN SILTY FINE TO COARSE
SAND (SM)
10.0
GREYISH WHITE SILTY FINE TO
4110 PVC SCREEN COARSE SAND (SM)
(.010 SLOTTED)
14.5 _
LIGHT TAN SLIGHTLY CLAYEY SILTY
FINE TO COARSE SAND (SM) TAN
SAND PACK SLIGHTLY MICACEOUS SLIGHTLY
17.5 CLAYEY FINE TO MEDIUM SAND SMJ
12'0 BORING GREY MICACEOUS CLAYEY SILTY
FINE TO VERY FINE SAND (SM)
22.5
PVC CAP GREY MICACEOUS VERY FINE
SANDY CLAY (CL)
25.0
GREY VERY MICACEOUS CLAY (CL)
28.0
ATEC AawdoMs, kw--
v
BORING TERMINATED
IROJCCT
CSX TRANSPORTATION
ROSINDALE, NORTH CAROLINA

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT - GROU NDWATFR SECTION
P.O. BOX 27687 - RAJMC!-LN.C. 27e11. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. Long. PC _
Minor Basin
Basin Code
Header Errt. GW-1 Enf_
DRILLING CONTRACTOR ATEC Associates, Inc.
DRILLER REGISTRATION NUMBER N. C. 696
STATE WELL CONSTRUCTION
PERMIT NUMBER: 08-0068-WM-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Ros i nda l e Community, l m i E.
County: B l aden
(Road, Community,Depth
or Subdivision and Lot No.)
DRILLING LOG
?. OWNER _ CSX Transportation
From T
0.0 0.
FormaG Descri ti n
cq�9 p'
Black silty tine $an$.
ADDRESS 500 Water Street
0.5 6.0
Tan silty. fine sand.
Jacksonville,. t�alot jc3�8�te No.)6.0
S
10.0
Tan silty fine to medium sat
City or Town State Zip Code
10.0 13.5
Tan micaceous silty fine to
3. DATE DRILLED 11-20-87 USE OF WELL Monitoring/
coarse sand.
•. TOTAL DEPTH 24 .0 CUTTINGS COLLECTED © Yes ❑ No
1 3. 5 17.0
Light tan clayey S i 1 ty fine
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ENO
to medium sand:
STATIC WATER LEVEL: 4.79 FT. O above TOP OF CASING.
'1-7-0 23.0
Grey micaceous clayey silty
below
TOP OF CASING IS 2.84 FT. ABOVE LAND SURFACE.
fine to very fine sand.
7. YIELD (gpm): NA METHOD OF TEST
23.0 24. 0
Grey very micaceous clay.
WATER ZONES (depth): ShaI low Water table -a-quifer
cl. CHLORINATION: Type Amount NA
). CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0.0 To 8.5 Ft. 4 in. Sch 40 PVC
From To Ft.
From To Ft.
I. GROUT:
Depth Material Method
From 0.0 To 5. 5 Ft, Type I Gray i ty
From To Ft. Portland
12. SCREEN:
Depth Diameter Slot Size Material
From 8, 5 To 23.5 Ft. 4 in. 0.010 in PVC
From To Ft. in, in.
From To F1. in. in.
13. GRAVEL PACK:
Depth Size Material
From 7 • 5 To 24. 0 Fi. No. 20 Atlanta sand
From To Ft._
REMARKS: Bentonito Seal, 5.5 - 7.5 ft.
It additional space Is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
See attached Site Map CSX-12.
I DO HEREBY CERTIFY THAT THIS 'NELL WAS CO TRUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECOR S BEEN PRO E -TN WELL OWNER.
CIr,MAT1IRF nG irMITDA/ Tnn n0 A-— i
DIT

.. .. ........................ �..}:I:}:!:t::.:.:.w1....`..w .w .......w., •.........�......w•, •. w...;.h!:\}.1.l.}.!ww}.}.. •.......:.>........!.. •..................... ......
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-12
DATE" DPILLED 11-20-87
f--
v
PROTECTIVE STEEL
CASING
o L� PVC CAP
WITH LOCKING CAP
� v
LU F-
f- r
96.2 w uj o
"i v
DESCRIPTION
0.5
TOPSOIL- Black fine SAND, some
it M)
GROUT
Tan fine SAND, some silt (SM)
4"0 PVC RISER
91.2
5.0 --_
90.7
5.5 -
6.0
BENTONITE.SEAL
Tan fine to medium SAND, some
88.7
7.5
silt (SM)
87.7
10.0
Tan fine to medium SAND, some
silt, trace mica (SM�
41,0 PVC SCREEN
-
13.5
(.010 SLOTTED)
Light tan fine to medium SAND,
some clay, trace mica (SC)
17.0 -
Gre fine to very fine SAND
Y Y +
t'
SAND PACK
'
some clay, trace mica (SC)
12" 6 BORING
23.0
Grey CLAY., little mica (CL)
72.7
23.5
PVC CAP 24 0
72.2
4.0
BORING TERMINATED
L604wo PROJECT
=-GROUND WATER AT TIME OF ATEC A"od � � CSX TRANSPORTATION
BORING ROSINDALE, NORTH CAROLINA
HORZ: NOT -TO SCALE V
SCAL.[ 1 " = 4"

'...,... ...).r.:.��.v.�.r<ra...:•eix.r�aa..:.rv.::•t.:vw:.:.i:;•iv.•..i.r.:wv..:....:.r.:........:.r.:.....v.:...:•r.:.:..�•..::.e•:. .........r.....�..................
NORTH CAROLINA DEPARTIVENT OF NATURAL RESOURCES AND COWAM[ Y DEVELOPMENT
DIVISION OF ENVIRONMENTAL M/WAGEMEM - GRo(M40WATER SECTION
P.O. BOX 27687 - RALEIGKKC. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR ATEC Associates, Inc.
FOR OFFICE USE ONLY
Ouad. No. Serial No.
Lat. Long. Pc
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
DRILLER REGISTRATION NUMBER N.C. 696 STATE WELL CONSTRUuCTIOQW
PERMIT NUMBER: 08-006-WM-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Ros i nda l e Community, l m i E. County: B l aden
(Road. Community, or Subdivision and Lot No.)
OWNER __CSX Transportation
ADDRESS 500 Water Street
Street or R to o. N
Jacksonville, FL 332�
City or Town State Zip Code
3. DATE DRILLED 11 -20-87 USE OF WELL Monitoring
. TOTAL DEPTH 26 f t . CUTTINGS COLLECTED Cxi Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
STATIC WATER LEVEL: 7.89 FT. ❑ above TOP OF CASING,
TOP OF CASING IS 3.57 ® belowFT. ABOVE LAND SURFACE.
J. YIELD (gpm). NA METHOD OF TEST
WATER ZONES (depth): Shallow water table tzquifer
CHLORINATION: Type Amount
). CASING:
NA
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0.0 To 8.5 Ft. 2 in. Sch 40 PVC
From To Ft.
From To Ft.
I. GROUT:
Depth Material Method
From 0. 0 To 5. 5 Ft, Type I Gray i ty
From To Ft. Portland .
12. SCREEN:
Depth Diameter Slot Size Material
From 8.5 To 23.5 Ft. 2 in. 0.0101n, PVC
Fram To Ft. in, in.
From To Ft. in. in
13. GRAVEL PACK:
Depth Size Material
From 7.5 To 26.0 Ft. No. 20 Atlanta Sand
From To Ft._
REMARKS: Bentonite Seal, 5.5 - 7.5 ft.
Depth
From To
0.0 1.0
1.0 5.0
5.0 8.5
8.5 11.0
DRILLING I c)r.
tipi Descri�ti
Black s117tyvery
fine sand. i
Tan silty fine sand.
Orange tan and grey silty
fine to me ium san .
Grey micaceous silty fine t(
medium sand.
11.0 15.0 Grey micaceous silty fine t(
coarse sand with tan clayey
layers.
15.0 17.5 Brown silty fine san .
17.5 18.5 Grey clayey silty fine sand.
18.5 23.5 Grey micaceous very clayey
silty fine to very fine sane
If additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
See attached Site Map CSX-13.
1 DO HEREBY CERTIFY THAT THIS WELL WAS CO UCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS. AND THAT A COPY OF THIS RECORD 8EEN - FROVID O W OWNER.
>1 { 3 �
CIr.T1AT110C: nr rn,,Tn.rTn no

_•. ..... . .v •. �..::\�' ... v.v.a. a. a:1`iX:. :fi::..titi•J ti•2.U2N •. - .a ...v. a. v. v. 00 a. a. .a. a. a....... v. a.....4`v:. v.. v. v. vt v.v v. a...... a..... a. •.• v..a.....v.>vN.. ..v v .�.. a .
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL MW-13
DATE DRILLED 11-20-87
� E-
w d
1100.7 w o
95.2 45.5
93.2 7.5
92.2 8.5
90.7 10.0
1 77.2 t23.5
1 74.7 —1— 26.0
PROTECTIVE STEEL CASING
PVC CAP' WITH LOCKING CAP
o DESCRIPTION
TOPSOIL - BLACK SILTY FIN
1.0 TO VERY FINE SAND (SM)
GROUT TAN SILTY FINE SAND (SM)
HORZ: NOT TO SCALE
SCAI[: III = L i i
2"0 PVC RISER
5.0 —
ORANGE TAN AND GREY SILTY
BENTONITE SEAL FINE TO MEDIUM SAND (SM)
8.5
GREY MICACEOUS SILTY FINE TO
MEDIUM - SAND (SM) .
11.0
_
2"0 PVC SCREEN
GREY MICACEOUS SILTY FINE TO
(.010 SLOTTED)
COARSE SAND (SM) WITH TAN
CLAYEY .(CL) LAYERS
_-
15.0
—
_-
BROWN SILTY FINE SAND (SM)
SAND PACK
17.5
--- •. ----
-_ -
:i8 5
GREY CLAYEY SILTY FINE SAND , (SC
GREY MICACEOUS VERY CLAYEY
8"0 BORING
SILTY FINE TO VERY FINE SAND
(SC)
THREADED 23.5
GREY MICACEOUS SILTY VERY FINE
PLUG
25-0
SANDY CLAY (CL)
GRU-MICACEOUS SILTY CLAY (CL)
26.0
BORING TERMINATED
MIOJ[CT
ATEC AMoGifte, kw— CSX TRANSPORTATION
ROSINDALE, NORTH CAROLINA
v I

' . � . .. , .... r•,.....•.r . .•. re.....:.yl.Z.•,..:.. i•1.:.�iii: :Vry.l.:.h:•:.l.:..:.l.A:•: D•h:..:,.+:v.:...r.:(5.:.: V•�rr .w d4L..q 1:� ..a.r ..:Cr:....t•:........ .. ..... .. .. .... ...
NORTH CAROUNA DEPARTMENT OF NATURAL RESOUFfCES AND CoMii k*Cy DEVELOPMENT
DNtSJON OF ENVIRONMENTAL t IANAGEMENr - GROUNDWATER 81_CTION
P.O. BOX 27"T - RALEIGK,N.C. 27011. PHONE [phone]a3
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. Long PC
Minor Basin
Basin Code
Header Ent. GW-1 Errt
DRILLING CONTRACTOR ATEC Associates, Inc
_
DRILLER REGISTRATION NUMBER 696
STATE WELL CONSTRUCTION
PERMIT NUMBER: n8-nn6rl-wM-nnA4
1. WELL LOCATION. (Show sketch of the location below)
Nearest Town: Rosindale
CtatP
County: Bladen
RontP 211
Depth
DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
2. OWNER CSX Transportation, Inc.
Fr°m, To
0-1
Formation Description
_Black silty fine sand
ADDRESS 500 Water Street
Street or Route No.
Tan silty fine medium sand
Jacksonville Fl 32202
--17'-lA'
wallow tan f;nP **A�;tm1 wit
City or Town State Zip Code
grey clay
3. DATE DRILLED 4/10/88 USE OF WELL monitoring
1 A, -9A,
al ; r��
1. TOTAL DEPTH 5B.0CUTTINGS COLLECTED ❑Yes ®No
—C:rPy Qhf.�.y
medium sand
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes U No
26' -37. 5'
Grey micaceous clay
i. STATIC WATER LEVEL: NA FT. ❑ above TOP OF CASING,
37.5'-51.5'
__Grey slightly clayey fine
0 belowTOP OF CASING IS 3' FT. ABOVE LAND SURFACE,
corgsme sand with shell
7. YIELD (gpm): NA METHOD OF TEST
51. 5-53.5'
_ rey sigh �y c�ayeyrverryn
). WATER ZONES (depth): _ NA
fine -fine sand
53.5'-58.0'
Dark grey fine sandy clay
I. CHLORINATION: Type NA Amount
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0.0' To 29.5'Ft. 8" PVC
From 0,0- To 40.5'Ft 2" Sch 40 PVC
From To Ft.
1. GROUT:
Depth Material Method
From 341 To 0.0 ' Ft: Cement/Bentonite mix pump
From To Ft.
12 SCREEN:
Depth Diameter Slot Size Material
From 40.5 To 55.5' Ft. 2" h .010 in. PVC
From To Ft. in in.
From To Ft in in
13. GRAVEL PACK:
with soft shell fragments
It additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
Depth Size Material
From 58.0 To 38.0 Ft. 20 Natural Coarse sand
From To Ft.�
I. REMARKS: Bentonite Seal 34.0' - 38.0'
SEE ATTACHED STIE MAPS FOR CSX 14
I DO HEREBY CERTIFY THAT THIS WELL WAS CON RUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD BEEN PROVID H WE OWNER.

MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL CSX -14 DATE DRILLED 4/9/88
Protective Steel Casing with -Locking cap
VC Cap
w C14 w w�41 Concrete DESCRIPTION
99.7
Black fine SAND, some silt (SM)
98.7 1.0
Tan fine to medium SAND, some
silt (SM)
96.2 t 3.5
l 87.7
81 7
12.0
18..0�:.:.:,
1 73.7 -1-26.0
I. 70.2 -t-29 5
rC Riser
Yellow tan fine to medium
'C Outer SAND, with gray clay lenses,
(SP)
Gray fine to medium SAND, little
clay (SC)
Gray CLAY, trace mica (CL)
L[OtMO P"OJECT
Groundwater at time of CSX Transportation
boring ATEC Ask'' Rosindale, North Carolina
WATEC Project Number....._..
HORZ: NOT TO SCALE 32-75004
�CI►�[ VERT: 1" = 4'
A-

.1.
DESCRIPTION
iv
4 PVC Riser
V
it
Gral
CLAY, trace mica (Cl)
:onite Seal
37.5
Gray
fine to coarse SAND,
some
white shell fragments,
trace
clay and.rock_fraqments
/ pnc Screen
'o Slotted)
11�a-dk
�paded Plug
�
5a'o
Gray very dense very fine
SAND, little clay (SC)
'-Dark gray CLAY and very fine
to fine SAND with soft white
shell fragments, very.thin
lenses of mica and lignite
BORING TERMINATED
WATEC PROJECT NUMBER
SCALIF- 1.. 4 V 32-75004

NORTH CAROLINA DEPARTMENT OF NATURAL. RESOURCES ANO COM A"TY DEVELOPMENT
DMSION OF ENVWK MAENTAL MANAWMENT - GROLMWATER SECTION
P.O. BOX 27687 - RAL.EHGKKC. 27611. PHONE (91Q 733-6083
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. Long Po
Minor Basin
Basin Code
Header Ent,
GW-1 Ent.
DRILLING CONTRACTOR ATEC Associates, Inc.
DRILLER REGISTRATION NUMBER 696
STATE WELL CONSTRUCTIONPERMIT NUMBER: 08-0068-WM-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rnsinria1e
County: Bladen
State Route 211
(Road. Community, or Subdivision and Lot Ho.)
Depth DRILLING LOG
2. OWNER _ rat TranspQr_tation
From To For atiorkDescrslgra
0'-1' Black si y ine
ADDRESS_ 500 Water Street
_1'-4' Orange -tan silty fine sand
Street or Route No.)4'-15'
.Tarksnnyi 11 P F1 32202
Tan fine sand
City or Town State Zip Code
15'-25' Orange tan fine medium san
1. DATE DRILLED/7/gg USE OF WELL -Monitoring
25'-28.5' _Grey slightly clayey fine
4. TOTAL DEPTH 29.5 CUTTINGS COLLECTED ❑ Yes 0 No
medium sand
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes Q No
28.5'-29.5' =Grey micaceous clay
i. STATIC WATER LEVEL: NA FT. ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS 3.0' FT. ABOVE LAND SURFACE.
r. YIELD (gpm): _NA METHOD OF TEST
3. WATER ZONES (depth): NA
I
1. CHLORINATION: Type NA Amount
10. CASING:
Wall Thickness
if additional space is needed use back of form.
Depth Diameter or Weight/Ft. Material
From 0. 0To 13. 0' Ft 2" Sch 40 PVC
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
From To Ft.
or other map reference points)
From To Ft.
11. GROUT:
Depth Material Method
SEE ATTACHED SITE MAPS FOR CSX 15
From 0.0' To 7.0' Ft.cement/bentonite mix pump
From To Ff.
2. SCREEN:
Depth Diameter Slot Size Material
From 13.0' To 28.WFt. 2" h .010" in. PVC
Fram To Ft. in in.
From To Ft. in in.
3. GRAVEL PACK:
Depth Size Material
From 29- 5 To 10.OFt. 20 Natural coarse
sand
From To Ft.
14. REMARKS: Rpn tnn i tP Spa l 7. 0' - 10 0'
I DO HEREBY CERTIFY THAT THIS WELL WAS CONS RUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD HA BEEN PROVIDo TO f WELL OWNER. %('/

r
....�.......,.....;:y _..................�: ot:.. n.vv.:.t.:.tti.:..a..v..,......to.:.t.:..,t.t.:...:.i.t.......ti ...v . ...:..v... • .... r.. ... ...:... .....,,. ................... , .... ... . ....
Protective Steel
0) Ey Qt 1
99.5
98.0 1.5
97.0 2.5
95.5 4.0
92.5
7.0
89.5
10.0
86.5
13.0
84.5
15.0
74.5 +25.0
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL CSX-15, DATE.DRILLED 4/7/88
t-j
:rete a) DESCRIPTION
0
Brown fine SAND, some silt (SM)
1.5
Orange and tan fine SAND, some
silt (SM)
4.0
)rehole Tan fine SAND, little silt (SP)
/C Riser
.te Seal-
15.0
/C Screen
Slotted) Orange, tan , fine to medium
SAND (SP)'.
:k
25.0
Gray fine to coarse SAND', little
clay, trace mica (SC)
71.5 28.0 28.5
71.0 28.5 - Threaded Plug
29 5tGrayLAY, little silt, trace
70. .5 (CL)
BORING TERMINATED
LEADOW PROJECT
CSX TRANSPORTATION
GROUNDWATER AT TIME OF ATEC AleOCMht, k r—
BORING ROSINDALE, NORTH CAROLINA
WATEC PROJECT
HORZ: NOT TO SCALE V NUMBER___ ...
32-75004
tCAt-L VERT : 1" = 4"

NORTH CAROUNA DEPARTMENT OF NATURAL RESOURCES AND COWA-U Y pEygppNINT
DIVISION OF ENVIRONMENTAL f.1AMGEMUff - OROLWWATER SECTION
P.O. BOX 27667 - RAU7OH,N_C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad No. Serial No. _
Lat. Long. __ tc_
Minor Basin
Baaln Code
Header Ent. GW-1 Ent.
DRILLING CONTRACTOR ATEC Associates, Inc.
696 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER PERMIT NUMBER: 08-0068-M4-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindal e
State Route 211
(Road. Community. or Subdivision and Lot No.)
2. OWNER CSX Transportation
ADDRESS
Street or Route No.
Jacksonville, Fl. - 32202
City or Town State Zip Code
1. DATE DRILLED 4/8/68 USE OF WELL Monitoring
1. TOTAL DEPTH 25.0 CUTTINGS COLLECTED ❑ Yes ® No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
i. STATIC WATER LEVEL: ILIA FT. ❑ above TOP OF CASING.
❑ below
TOP OF CASING IS 3.0 ' FT. ABOVE LAND SURFACE.
7. YIELD (gpm): NA METHOD OF TEST
1. WATER ZONES (depth): _ NA
1. CHLORINATION: Type NA
Amount
0. CASING:
Wail Thickness
Depth Diameter or Welght/Ft. Material
From ' 0 To 7' 0 Ft. 2
" Sch 40 PVC
From -To-Ft.-
From-To-Ft.-
1. GROUT:
Depth Material Method
From 0.0' To 4.0' Ft: cement/bentonite mix pump
From To Ft.
12. SCREEN:
From _ 7.0
Frz)m _
From
13. GRAVEL PACK:
Depth Diameter Slot Size Material
-To 22.0' Ft. 2" ire• 010 i& PVC
- To Ft. in. in.
To Ft. in in
County: Bladen
Depth DRILLING LOG
From To Formation Description
0'-1' Black silty fine -sand
1'-7' Tan ci 14— Fins
.r.r.—>:1L1G1
7'-21' Tan clighij y cil Pine
medium sand
21'-23.0' Grey clayey tine sand
23.0'-25 0' Gay �iay
If additional space Is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads.
or other map reference points)
Depth Size Material
From 6-0' To 25.0' FL 20 Natural coarse sand
From To Ft.
t.REMARKS: Benronite Seal 4 0' - 6 0'
SEE ATTACHED SITE MAPS FOR CSX 16
I DO HEREBY CERTIFY THAT THIS WELL WAS CONST CTED IN ACC DANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD H ESN PROVIDED f O �� OWNER.

.. q. .... ...... ...................4\. •. .w ..•: C�..44•i\h:4\h74•h.r •eV•7•.:•hNh.YNN7..Y:U.N7.:•N:\7vv.h:4v.n7v4•..\•vMU4...nlJVV4•v utN.n.\... ..nn.vv .4 :.4Ynt ..... ... . ... ... ... ... .....\
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL CSX 16, DATE DRILLED 4/8/88 ••.
Protect�..Ve Steel Casinc
? I
E-
w
w
a
w
97.4
1.0
96.4
2.5
94.9
2.5 _
93.4
4.0
king Cap
PVC Ea
CMcrete
�1
DESCRIPTION
rows Black fine SAND, some
1.0 silt, fSMI "
Grout Tan fine SAND, some silt (SM)
2" p PVC Riser
Bentonite
91.4 6.0
7.0
90.4 7.0
2" 0 PVC Screen
(.010 Slotted)
Sandpack
76.4 21.0
21.0
75.4 22.0
Threaded Plug23.0
74.4 23.0
25.0
72. 5.0
Tan to light tan fine SAND,
little silt (SM)
Gray fine SAND, some clay,
with trace of mica
Gray CLAY (CL)
BORING TERMINATED
L24AWC ►"OJCCT
GROUNDWATER AT TIME OF A'rE(; AMOG CSX TRANSPORTATION
ROSINDALE, NORTH CAROLINA
BORING WATEC PROJECT -NUMBER
SCALIL HORZ: NOT TO SCALE
32-75004
VERT: 1" = 4'

NORTH CAROLINA DEPARTMENT of NATURAL RESOURCES AND COMMUWrY DEVELOPMENT
DrASION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27e87 - RALEKA-tN.C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No-
Lat. Long Pc
Minor Basin
Basin code
Header Ent. GW-1 Ent
DRILLING CONTRACTOR ATEC Associat S.Tnc
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 696 PERMIT NUMBER: 08-0068-W-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale County Rl aAP
S at - Ro i 211
(Road, Community, or Subdivision and Lot No.)
OWNER CSX Transportation
ADDRESS 500 Water Street
Street or Route No.
Jacksonville. F1. 32202
City or Town State Zip Code
t. DATE DRILLED 4/8/88 USE OF WELL monitoring
TOTAL DEPTH 23.5 CUTTINGS COLLECTED ❑ Yes ® No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes Q No
STATIC WATER LEVEL: NA FT. ❑ above TOP OF CASING,
TOP OF CASING IS 3.0 ❑ below
FT. ABOVE LAND SURFACE.
7. YIELD (gpm): NA METHOD OF TEST
. WATER ZONES (depth): NA
-. CH40RINATION: Type NA Amount
I. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0.0 To 7.0 Ft. 2" Sch 40 PVC
From To Ft.
From To Ft.
n
Depth DRILLING LOG
F7o Fo
R.
'ma
tion Description
0 2' Black -silty fine sand
2'-104 olack and black brown
slightly silty fine -medium
10'-18, Light grey fine medium sand
18'-22' Light grey clayey very fine
medium sand
22.0'-23.5' Grey micaceous clay
If additional space is needed use back of form.
GROUT:
Depth Material Method
From 0' 0 To 3.0 Ft. cement/bentonite mix pump
From To Ft.
12. SCREEN:
Depth Diameter Slot Size Material
From _7.0 To_22.1Z Ft.2" ir. _ nl n in. PVC'
From To Ft. in in.
From To Ft. in. in
13. GRAVEL'PACK:
LOCATION SKETCH
(Show direction and distance from at least two State Roads
or other map reference points)
Depth Size Material
From 5.0 To 23, S Ft. 20 Natural coarse sand
From To Ft._
REMARKS: Bentonite Seal, 3,0' - 5.0'
SEE ATTACHED SITE MAPS FOR CSX 17
I DO HEREBY CERTIFY THAT THIS WELL WAS CONS CTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORD BEEN PROVIDED�M TIU-E�WELL OWNER.
l�� �� 6
CIGKIA Tt 10C nc rn"Tne rrnn nn A- .. T�

�
1
i
x _
> F
a D4 w
95.3
93.3 2:0
92.3 3.0
90.3 5.0
88.3 .0
85.3 1.10.0
77.3
73.3 T'2
2.0
71.83.5
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL CSX 17, DATE DRILLED 4/8/88
Protective Steel Casing with Locking Cap
x
EA --
�te o w DESCRIPTION
Black fine SAND, some silt (SM)
2.0 —
Black and brown fine to medium
SAND, little silt (SM)
.e Seal
Riser
10.0
Light gray fine to medium SAND,.
Screen trace mica (SP)
otted) • , . ,
k
18.0
Light gray veryfine to medium
SAND, some clay, trace mica (SC)
22.0
1 Plug Gray CLAY trace mica (CL)
23.5
BORING TERMINATED
LiO[!1O MOMCT
CSX TRANSPORTATION
GROUNDWATER AT TIME OF ATEC AmpcWbea, kw— ROSINDALE, NORTH CAROLINA
BORING WATEC PROJECT NUMBER 932-7500
SCALIL HOR2: NOT TO SCALE
VERT: 1" = 4'

..,e.:WiP:::>:\>$i!i.i!i)t)t)Ui.dai...:)t1i)S: QS!:N•: n:7A:!:•SN:w•-.•...:. ).).•... ...:•h!...:.. •. vY.: \:...... ...�ti ..4� ....•: \i:C•h... };.:'v. . .. .. . /, ' /
NORTH CLAROUNA DEPARTMENT OF NATURAL RESOURCES AND Co1.M"uTY DEVELOPb@dT
DrV"ON OF EMIRONMENTAL tUNAGEMENT - GRO(MWAi R SECTION
P.O. BOX 2T887-RALEIGH.N.C. 2T6111. PHONE (918) 733-Soa3
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Let Long. Pc _
Minor Basin
Basin Code
Header Flit. GW-1 Ent
DRILLING CONTRACTOR _ ATEC Associates, Inc
DRILLER REGISTRATION NUMBER 696 STATE WELL CONSTRUCTIONPERMIT NUMBER: 08-0068—R4--.0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Rosindale County BladPn
Sf-ata Rniit-a 211
(Road, Community, or Subdivision and Lot No.)
2. OWNER csx 'i'ran jOrt_ation
ADDRESS 500 Water Street
Street or Route No.
Jacksonville F1 32202
City or Town State Zip Code
1. DATE DRILLED 4 /9/RA USE OF WELL _man i tori mg
I. TOTAL DEPTH 24.0' CUTTINGS COLLECTED ❑ Yes >0 No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
3. STATIC WATER LEVEL: NA FT. ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS 3.0FT. ABOVE LAND SURFACE.
T. YIELD (gpm): Nn METHOD OF TEST
3. WATER ZONES (depth): NA
). CHLORINATION: Type Amount
Depth DRILLING LOG
From To Formation Description
0'-2' Black silty fine sand
2'-7 S' 8rr�1m s€1S;T—€ir}e sand
7.5'-15.0' Brown .fine sand
15.0'-22.5' Grey fine -medium sand
5'-24.0' t;rPjj mirarpnuc nlay
10. CASING:
Wall Thickness If additional space is needed use back of icnn.
Depth
Diameter or Weight/Ft. Material
From 0. O
To 7' 0
Ft.
LOCATION SKETCH
2" Fr-h 40 PVC
(Show direction and distance from at least two State Roads.
From
To
Ft.
or other map reference points)
From —To—Ft.-
1. GROUT:
SEE ATTACHED SITE MAPS FOR CSX 18
Depth
Material Method
From 0- 0'
To 3. 0'
FL
cement /b -n onitP mix P=p
From
To
Ft.
',2. SCREEN:
From? - 0'
From
From
13. GRAVEL PACK:
Depth Diameter Slot Size Material
- To 22. O' Ft. 2" in_ . 010 in. PVC
- To Ft. in in. _
To Ft. in in.
Depth Size
FromS-5 To24.0 Ft. 20
From To Ft..
14.REMARKS: Bentonite Seal 3.0' - 5.5'
Material
Natural Coarse sand
I DO HEREBY CERTIFY THAT THIS WELL WAS CON RUCTED IN ACCORDANCE WITH 15 NCAC 2C. WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RECORDBEEN BEEN PROVI TO THE ELL OWNER.

_.....__......... -
-
x
H
W H N H
a rS4 W w
94.6
91.6
3.0
90.6
4.0
89.1
5.5
87.6
7.0
87. 11
7.5
72.6 22.0.
72.1 22.5
70.6--24.0
MONITORING WELL CONSTRUCTION DRAWING AND SOIL BORING RECORD
MONITORING WELL CSX-18, DATE DRILLED 4/9/88
-Protective Steel Casing with Locking Cap
PVC Cap
.Concrete DESCRIPTION
Black and brown fine SAND,
Grout some silt (SM)
2" 0 PVC Riser
Bentonite Seal
7.5
Brown fine to medium SAND (SP)
2" PVC Screen
_ (.010 Slotted)
Sandpack
15.0
Gray fine to medium SAND, (SP)
Threaded plug22.5
Gray CLAY, trace mica, (CL)
24.0
BORING TERMINATED
L24wMO PF40ACT
GROUNDWATER AT TIME OF CSX TRANSPORTATION
BORING A�C' �f1G ROSINDALE, NORTH CAROLINA
WATEC PROJECT NUMBER
HORZ: NOT TO SCALE 32-75004
SCALi: VERT: 1" = 4'

09/09/1997 16:10 6036421806
ALLIANCE
PACE 19
north Carolina . Departmant of Eswironmoot, Health, and Natural Aesourcos
Vvision of EnvlTonmentat Managt Menr • GrOUndwater Section
P-0, aox 29535 - Raleigh, N.C. 27p26.063e
Phone [phone]ZI
WELL CONSTAUCTION lRECOFit7
ORILLINS CONTRACTOR: 1'/� j?��/E�
n141LLER etEViSTATE wvL
l$TRATIOn NUMBER,, l�(n � � WWII 71MUL;IIlu [
PERMIT NUMBER:
1. WELL LOCATION: (Show skatch of the location below)
Nearest Town:
Ccunty: -Q A.)
(Road, Community, cr Subdivaion and Lot No,) �-
OWNED10R1LLiNG
DEPTH2, LOB
ADDRES
I=0"WOn De300tion
(Street or Souto No)
� N +`
..
City or Town Sfz, L I p Cada
3. DATE IaRILI Ea USE OF WELL
a. TOTAL DEPTH
a. CUTTINGS COLLECTED YES Q�n NOM S,s,
5. DOES WELL REPLACE^ EXISTING WELL? YES-
7.
STATIC WATER LEVEL Below -Top of Casing:
FT,
6. TOP OF CASING I5 (Use •+' if Above Top of Cegirg'1
FT,
-?--5— AbOVO Land Surface`
"Caning Termineted atlor Lviow land curl" Ia 1114921 UH1949
a Variehce is inUed
in ;9ccerdanra wtih 15A NCAC 2G .ol i8
9. YIELD (gpm)' tvtl_THOp OF T28
10. WATER ZONES (depth):
----- -,- - — ._
11, CHLORINATION; Type _.,, Amaun:
1E. CASINO:
t+ additional space is need6d uaa back of form
Depth Wall Thckness
p Diameter or WetgtrUR . tarsi
From � TO � �>N�
LQCATiON KE7CH
(Show direction and distance frcm at feast two State
Ft ._
From To Ft "
_
Roads, or other map re'erence points}
From To Ff.
13. GROUT;
Depth Matvial Method
From to — Ft..�
From To _-_.._,.Ft. .
' 4. SCREEN;
Depth Diameter Slot Size Material
From To Ft r in_ . d/O ift. i/C
FtOM Tp Ft, __. _ in. ir,.
From ^� Td Ft, i'l. in.
15. SANDIGRAVEL PACTS:
Depth �p Siz
From _ To ..�,rFt. A2
Fro"n To Ft
3, REMARKS:
Materia[ y{
100 PEPTSY CERTIFY WHAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAG 2G, WELL
CONSTRUCTICN STANDARDS, ANO THAT A COPY OF THIS RECGR[) HAS BEEN PROVtDl:p Tp THE WELL OWNER,
A?A— &� — 6-0
:BN•t REV. 9,si SIGNATURE OF CONTRACTOR OR AGENT DATE
SubMit or',ginat to Division of 6nvironmmnt.l vanagemant and Copy :o wRq owner.

eder associates
WELL CONSTRUCTION LOG
MONITORING CSX-24
WELL NO.
LOCATION CSX Transportation, Inc.
Rosindale Derailment Site
Rosindale, North Carolina
WATER LEVEL MEASURED
6.85 Ft. (6/17/97)
PROJECT NUMBER
560-52.4
GEOLOGIST
G. Bonn
SAMPLE INTERVAL
2 Ft. Continuous
SAMPLE TYPE
Split Spoon
TOTAL DEPTH
24 Ft.
DRILLER
J. Hallman
DRILLING CONTRACTOR
Alliance
DRILLING METHOD
Hollow Stem Auger
DATE WELL COMPLETED
6/17/97
WELL CONSTRUCTION
LITHOLOGY
6" Protective
Casing w/ Lock
Land Surface
3'x3'
Concrete
Blow
Count
Pad
USCS
Portland Cement
Grout
5
2 Ft. Thick
Bentonite
Pellet Seal
2' 0 Sch, 40
PVC Riser
10
20/30 Grade
Sand Pack
15
2"0 0.01 " Slotted
PVC Screen—,-".17.4-17.6'
20
6" PVC Sump
25
J560524A
062097
0Homogeneous,
Sz
(6.85)
7-14-10-8
4-3-2-2
1-3-2-3
3-2-1-3
1-0-0-0
1-1-1-1
1-1-3-4
_Symbol
SC
SC
SC
SP—SC
SP—SC
CL
CL
CL
CL
CL
SP—SC
CL
0-2'
VF—F Sand With 25% Silty Clay. Black. Moist,
Homogeneous, Soft.
2-4'
VF—F Sand With 20% Silty Clay. Gray, Moist,
Homogeneous, Soft,
4.8-6'
VF—F Sand with 15% Silty Clay, Light Gray, Wet,
Soft.
VF—F Sand With 10% Silty Clay. Light Gray, Wet,
Homogeneous, Soft.
9-10'
VF—F Sand With 10% Silty Clay. Light Gray, Wet,
Homogeneous, Soft,
10.6-12'
Silty Clay with 40% VF—F Sand. Dark Gray, Wet,
Clay Increasing With Depth, Soft, A Little Mica.
124-14'
Silty Clay With 30% VF—M Sand. Dark Gray, Wet,
Clay Increasing with Depth, Soft, A Little Mica.
1a-1s'
Some As 12.4-14'. A Trace Of Coarse Sand At 15.8'.
same As 14-16'
C ay. e Gr nish Gray, Moist, Homogeneous, Semi —Dense.
M—C Sand With 5% Silty Clay. Block, Wet, Homogenous,
Soft.
17.6-18'
Silty Clay With 20% F—C Sand And Abundant Shell
Fragments. Gray, Wet, Homogeneous, Semi —Dense.
18-20'
No Sample.
20-22'
No Sample.
22-24'
No Sample.
1
�
•

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3544
1. WELL CONTRACTOR:
JOSHUA ELLINGWORTH
Well Contractor (Individual) Name
PARRATT-WOLFF, INC.
Well Contractor Company Name
STREET ADDRESS 501 MILLSTONE DRIVE
HILLSBOROUGH, NC 27278
City or Town State Zip Code
91( 9 )- 644-2814
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CSX-25
STATE WELL PERMIT#(If applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation[] Other D (list use)
DATE DRILLED 5/12/09
TIME COMPLETED AM ❑ PM O
3. WELL LOCATION:
CITY: COUNCIL COUNTY BLADEN
STATE ROUTE 211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
0Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 4 26.09V May be in degrees,
minutes, seconds or
LONGITUDE 7 8 30.17V in s decimal format
Latitude/longitude source: ❑GPS ®Topographic map
(location of wed must be shown on a USGS topo map and
attached to this form ffnot using GPS)
4. FACILITY -Is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY CSX RAILROAD
STREET ADDRESS STATE ROUTE 211
COUNCIL NC 28434
City or Town State Zip Code
CONTACT PERSON
MAILING ADDRESS
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 15.0'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 19
e. WATER LEVEL Below Top of Casing: 10.0 FT.
(Use -+• H Above Top of Casing)
d. TOP OF CASING IS 0 FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e, YIELD (gpm): NIA METHOD OF TEST N/A
f. DISINFECTION: Type WA Amount NIA
9. WATER ZONES (depth):
From N/A To From To
From To From To
From To From Tc
6. CASING: Thickness/
From 0 Depth
5.0 Ft 241ameter V�tt�� Materal
From Tc Ft. PVC
From To Ft.
7. GROUT: Depth Material Method
From 0 To'6 Ft. PORTLAND TREMIE
From •6 Tom —Ft. BENTONITE TREMIE
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 6.0 To 16.0 FL2 In. .010 in. PVC
From To Fl. In. in.
From To Ft. In. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 3.0 To 1&0 Ft, 01 SAND
From Tc Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
NO SAMPLES TAKEN
11. REMARKS:
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2 , WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECOR BEEN ED TO THE WELL OWNER.
S
,PIATURE OF CERTIFIED WELL CONTRACTOR DATE
- a5 JA Ep., M Y t1
PRINTED NAME ERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center — Raleigh, INC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05
I

J-ST
Ar;,•:
NONRESIDENTIAL WELL CONSTRUCTION RECORD
. North Carolina Department of Environment and Natural Resources- Division of Water Quality
o WELL CONTRACTOR CERTIFICATION # 3544
1. WELL CONTRACTOR:
JOSHUA ELLINGWORTH
Well Contractor (Individual) Name
PARRATT-WOLFF, INC.
Well Contractor Company Name
STREET ADDRESS 501 MILLSTONE DRIVE
HILLSBOROUGH, INC 27278
City or Town State Zip Code
91( 9 %r 644-2814
Area Code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CSX-26
STATE WELL PERMIT;I applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ® Municipal,Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED &11/09
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: COUNCIL COUNTYBLADEN
STATE ROUTE 211
(Street Name, Numbers, Community, SubdivsIon, II Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 4 26.091' Maybe in degrees,
minutes, seconds or
LONGITUDE 7 8 30.17V in a decimal format
Latitude/longitude source: ❑GPS ®Topographic map
(location of we# must be shown on a USGS topo map and
attached to this form Ynot using GPS)
4. FACILITY- Is the name of the lewlnass where the well is located.
FACILITY ID #(d applicable)
NAME OF FACILITY CSX RAILROAD
STREET ADDRESS STATE ROUTE 211
COUNCIL NC 28434
City or Town State Zip Code
CONTACT PERSON
MAILING ADDRESS
City or Town State Zip
( 1-
Area code
Phone number
d, TOP OF CASING IS 0 FT. Above Land Surface'
'Top of casing terminated atlor belay land surface may require
a variance In accordance With 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST WA
f. DISINFECTION: Type WA Amount WA
g. WATER ZONES (depth):
From N/A To From To
From To From To
From To From To
6, CASING: Thlckness/
eph
From 0 DTot32 FL 6Qiameter S 40 Material
From 0 To 45 Ft. 2' SCH 40 PPVVCC
From Tc Ft.
7. GROUT; Depth Material Method
From 0 To 41 Ft. PORTLAND TREMIE
From 41 Tom —Ft. BENTONITE TREMIE
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 45 To 50 Ft.2 in. ,010 In, PVC
From To Ft. In. In.
From To Ft. in. In.
9, SAND/GRAVEL PACK:
Depth size Material
From 43 To50 Ft. lit SAND
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 5.0'
22.0 24.0
26.0 28.0
38.0 40.0
43.0 45.0
11. REMARKS:
Ugbt brown/tan, moist, Me SAND; little silt
Gray, wet, fine SAND & SILT
Gray, moist CLAY; little sift
Gray, moist CLAY; little sift, send 6 shells
Gray, wet CLAY & SILT; some tan, fine sand;
little white shells
5. WELL DETAILS'' I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE W rM
15A NCAC 2 , W ELL C TRUCTiON STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH:
50.0' RECOR BEE TOTHEWELLOWNER.
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El rrizS
/09
NATURE OF CERTI ED WELL CONTRACTOR DA E
c. WATER LEVEL Below Top of Casing: 20.0 Fr,
(Use ^+• If Above Top of Casing) day+ a/I• ^cw fT b±
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days, Attn: Information Mgt, Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699.1617 Phone No. [phone] ext 668. Rev. 7/05

eyley�lyyt 16:10 8036421806 ALLIANCE PAGE 02
North Carolina
Depastmcnt of )ErivirOnment, Health, & Natmal Resources
Division of EnvironmenW Management
Groundwater :sect74ri
P.O. Box 29578 - Raleigh. N.C. 27626-' 057g
v r/ f RECy. N .
2.
%rE�L t.00ATfON: (Show a sketch of the 10catto'7i or. back of forma
Nearest Town;
County
(Road, Community, Subdivision, Lot Nc.)
rN 1Itj i
3. ADDRESS:
4. TO?OORAPW t tlsaty. slopeslope. hWtop, valley, flata.11ey. flat
5. USE OF WELL, &IJ1466DATE:
6, TOTAL DEPTH• � (� f D DER.
7. CASINC REMOVED:
Im -dia ete
6. SEAi,ING MATERIAL:
Neat cern Sand�m
bags of esmeat _ bags of cement
gals. of water ��7 _ yds, of sand
fiats, of %rater
Type material
Amount
9. EXPLAIN Mi✓TUOD tMPLAC MENT OF MATERIAL,
u
Qua, dragleN
WELL DIAGRAM: Drags a detailed sketch
the well showing total depth. depth and dia.
meter of screens rema4nu�3g in the wellg nvel
interYal, intervals of casing perforatlans, and
depths and types of (ill materials used.
C-LS —/Iq
I do hereby certify that this well abandonment record is true and exact.
Signature of Contractor or Agent Date
u'C.LL LOQk ION: Draw a location sketch on the reverse of this sheet. showing the dtrco-
tian and olstarsce of the wcil to at Itast hV0 (2) nearby reference poir_tz
such a!5 roads, iatenecUms and streams. Identify roads with State High
way road identifleation numbers.
Submit original to the Divlsian of rnvtorunentE&; .
and one:Gopy to the owner, BnagexseZt. one copy to the Driller,
OW-30 Revistd 3/98

961E PaRIAZ I O8-Mo
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ssaqumlx aQA uapx ptoi At
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a}Qcj 7� 1114y Jo lojotnuo0 3o asngeuRlg
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uop0aS z� apuno t�
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VUTIQ.I-eo mom
E0 39Cd 3JNVITIV 909TZD9£09 0T:91 L66T/60/62

09/013/1997 16:10 8036421806 ALLIANCE PAGE e4
North CeroLira
Department of environment, Health, & Natural Resources
Division of Environmental Management
OroundWater Section
--- P.O. Box 29578 - Raleigh, N.C. 27626-0578
1, WELL WCATTON: (Shoo► a sketch of uM iacauOtl on back of form.) M. ••4.
Nearest'ronm:
County
(Road, CouimU-WFY Subdivision, Lot No.) �y ^
2, OWNER: /
4. iOpGRAPHY :draw. slope. hilltop, valley. flat
5. Usz OR WELL: 9Q&O DA B: :z
s. zorA�, Dl✓F�"i%I: � � ' DIAI;,tI; r�l�: � "
7. CASTING REmovED:
ce di2mP Pr
S. SEALING MATEIRLI%L:
Meat cement Sand cement
bags of cement _ bags of cement
gals, of water yds. of sand
galS. of water
Other
"Iype material .
Amount
9. E.XPL ArN Mr—THOD VvIpLAC MENT Ol± ]titATERTAL. I
qua drangIe No.
WELL DLAGPAM. Draw a detailed sketch, of
the well showing tatal depth. depth and Oa -
meter, of Screens remaitllng Lft t-2he well. gravel
interval, intervals of casing perforations, and
depths and types of. illl roaterials used.
55
I do hereby re.-*, that this wea abandoranent record Is true and exact.
Signature of Contractor or Agent Lr �fo t date _ .52:r_
+v-LL L0CATTO:v: Draw a location sketch on the reverse of th(s sheet, showing the direc-
tion aj2d distance of the well to at least ttvo (2) ngazby reference points
such as rda,ds. int�rsectlons and streams, iden* roads wit#i State High
way road Id cation rxuMbers.
Submit original to the Division of Envirorunental Management., One copy to the-Diiner.
and orte,copsr to the owner.
OW-30 Revised 3/96

69/09/1997 16:10 6036421806 ALLIANCE PAGE 05
North Carolina
DepartmCnt of Environment, Health, & Natural Resources
Division of Environmental .M"ement
Groundwater Section
P.O. Box 29578 -weigh, N.C. 27626-0578
CONTRACTOR ,
I . WELL LACA'IZON: (Show a sketch of the locate•n
Nearest Town: •n lack of form.)
.—County�� c
(-K, community. Subdivision, Lot Np,)
2. OWNER:
3, ADDRESS: A .
4• TOPOGRAPFfy : dravi, a1ope, hilltop. valley, flat
6. USE OF W=- Q DAM /ow
7. C6,$ NG REMOVED,
fct C dam=
8. SEP! ING 1,1A'IMRIAL:
Meat cesnen� $mod feme�t
bags of cement ___/___ bags of cement
gads, of water yds. of sand
gals, of Rater
"type material
Amount
9. EXPLAIN M�iHOD )EMPLAcFMMENT OF Mr'1TERLAL.
of 1
Quad: angle No.
WELL DTAG": Draw a detailed sketch of
the well showing total depth, depth and dia-
meter of screens rcmwt -ung in the %veligraved
taterM.1, intervals of casing Perforations, and
depths and tYPes of U materiels used.
6 _
I do hereby ce.•-tify that this well abandorunent record is true and exact,
Signature of Contractor or Agent 2&L ` --u- Da to
'WELL L0C42"I0I ! Draw a location sketch' on the reve_se of this sheet. showing the dLec-
tion and distance of the welt to at Ieast two (2) nearby refe_ eryce points
such as roads. inttracotions and streams, Identify roads wins Stare Higt:
way road identification numbers.
Submit original to tha IaMsidn of Envirorunentat )!wSasiagcment, one copy to the Drj11�,
and ocse copy to the owner.
QW-30.Revised 3/96

b9/b9/1997 16:10 8036421806 ALLIANCE PACE 06
North Carolina
Department of Environment, Health, & Natural Resources
Division of Environmental Management
Groundwater Sect lon
P.O. Sox 2,9578 - Raleigh, N.C. 27626-0578
l , wBLI, LOCATION: (Shcnv a sketch of the locataori on back of form.)
Nearest Town: county r�Sf1k I
(Road. Community, Subdivision, Ut NoJ Quadraa No.
2. OWNER:
3. ADDRESS: CJ.S i u [� l , � . •
4. TOPOGRAPHY! draw. Slope. hllltop, valley, flat
S. USE OF NVELU J1 O DATE:
0.'TOTAL DEPT'TT:DIA_' F- ER:._
7. CASiNG RE;YiO''TD,
f"t diamcler
g. SEA' INC M.ATrRL4L:
Neat cemm f Segment
bags of cement J bags of cement
gals. of 'water yds. of s=d
gals, of water
Other
Type material
Arnaunt
9, EXPLAM Mr.THOD EMPLACEMENT OF WNTERLAL.
WELL DIAGRAM., Draw a detailed sketch of
the well showing total depth, depth and dia-
meter of aCreens rtn:u ut,g in the well. gravel
itsterval, int*zvals of Casing perforations. =d
doptha and types of fill materials used.
rL
I do hereby certify that this we?i abandonment record is true and exact.
Signature of Contractor or Agent r t ,1 CR KP Date
WELL LOCATION: Draw a. Iocaam sketch on the reNw3e of this sheet, Showing the direc-
tion and distance of the well to at feast two (2) ntarby reference points
such as roads. intersections and streams. Identify roads with State High
way road identification numbers.
Submit original to the Division of Znviror=entai llanag=eat, one copy to the Driller,
a.ad one copy to the owner.
OW-30 Revised W96

by/l3,j1j_ t 16:10 8036421806 ALLIANCE PAGE 07
North Carolina
Department of Environment, Health, & Natural Resources
DivisiOn of Environmental management
Groundwater Section
-R --- -P.G. Box 29578 - Meigh, N.C. 27626-0578
c:�nitcP.L1VA C
I WELL LQCAI`WN: (Show a sketch of the location or. back of form) G NO.
Nearest Town: County
(Road, EOn ►unity, Subdivision, Lot NO.)
3. ADDRESS:.�LdLQ't9 (�I
4. TOPQQRApHy : draw. dope. hMtop, valley. flat
5. USE OF WELL: DATE: �- 9
6. TOTAL DEPTH: —,.515 i�iA>vtl�R
7. CASING REMOVED:
lam r
S. SEALING MATERLU:
ea Lcern / Sand---d Pget
bags of cement .. / bags of Ocment
gals, of water rtJ yds. of S=d
gals, of water
0 he
7�pe material .._
Amount
M1r`gQD EMPLACEMENT Op MATERIAL.
..-_
�uad.can�e Na.
WELL DIAGRAM: Draw a detailed sketch of
the well sAawisig total depth, depth and dia-
lneter Of screens remairjhg in Lhe well, gravel
interval, latervals of casing perforations, and
depths and types of fill materials used.
�s �- ?1q
I do hereby certify. that this wee atandonment record is trut and exact.
Signature of Contractor or.A-gent - ?i . Date
WELL, LOCA;' 04%j:
Draw a location sketch on the rove: se of this sheet, showing [Yk �eC_
Von and distance of. the well to at least thva (2) nearby refk, the
points
Such as roads, iutersectivrts and streams. identify roads v*ith State High
way road identiftcation numbers.
Submit original to the Division of Environmcntal. Managcmeat. bne copy to the i u'�.,': ' and orte,copy to the ownear,
GW-34 Revised 3/35

0:110iilibr 1b:lu 80J6421806 ALLIANCE PACE 08
North Carolina
DtPartment of 8nvfronment, rlealth, & Natural Re-tources
Division of Environmental Management
Groundwater Section
P.G. Box 29578 - M(Agh, N.C. 27626-0578
WELL LOCATION: (Show a sketch of the loeatto6 on back of form.)
Nearest Torn: County --L-
(Road. C4mrntiMty. SuDdiAslon, Lot No.)
2, OWNER:
)-s
3. ADUi�SS:
' 4. TOPOGRAPHY, draw, sto e, hliltop. valley, flat
co v Y s, X'
'9. USE OF VVTLL. DATE: -- -�1
6. TOTAL DEP- -i: DIA1V =117-- ^?
7. CASING REMOVED:
ee
S. SEALING MATERIAL:
Neat cement
bags of cement
gals. of water —2,2—
Other
Type material
A.rrourit
%= m
bags of Cement
yds. of sand
gals. of water
9_ E)�LAIN M1; .OD EMPLAC�hiEIti3I' OF iK,q*tE�L
Mm . F�r,i�
Quadrangle No,
WEU DIAGi2A.M: Draw a detailed sketch of T
Vie well showtng total depth, depth and dia-
meter of screens rernaijUng in the well. gr-
interval, intervals of easing perforations, a..,cl
dtpths and types of fill materials used.
i do hereby Ce.^tify that this well abandonment record is true and exact.
Signature of Contractor or Agent E.�+� L " l( Bate —L2T �
w; LL L4CATION; Draw a location sketchon the reve:,se of this s`ceet. showing the aitec-
lion and distant of the well to at least two (2) nearby reference points
such as roads, intersections and streams. Identify roads with State Nigh
way road identifleation numbers.
Subrn!'t original to the Division of na
Environmental Magement. one copy to the Driller:'
and one: copy to the owner.
CW-30 Revised 3/96

t77/YJ7/177f lb:ln 8036421606 ALLIANCE PAGE 09
NOrth Carolina
Department of Envirorumont, Health, & Natural Resources
Division of F-nvirarumental Management
Groundvmte,r Section
-- --- -P.O. Box 29578 - Raleigh. N.C. 27626-0,78
CONTRACTOR �' C /
/ REG. NO.
1, WZLL LOG?,TIQN: (Shaw a sketch of the locatiani On back of form,)
Nearest Town: �� 1
County—�;�.p�S
(Road, Co1r-1n1L1rj1ty. Subdiv;sion, Lot lvo,)
2. OWNER:
3. ADDRESS: 4��
4. TOPOORApHy ; draar, slo hllltop, valley. flat
.P.E COVE
5. USE OF WELL; DATE,
7. CASTING REMOVED:
feetdzam�}
5. SEALT ING MATERIAL:
eat gem nt Sand cement
bags of cement O( bags of cement
gals. of Rater yds. of eastd
gals, of water
Qt-e-E
Type material
AmUunt
9. E.zQL4ih MI✓ i 4idD F-MpLACFy NT OF MATERIAL_
Quadrangle Na.
WF_LL DUGRAM; Draw a detailed sketch of
the wet silowtng total depth, depth and dia-
meter of screens reinaugng in t1`te well grVel
interval, intervals Of c$sing perforattons, &-rd
depots and types of fill materials used,
l do hereby certify that thls wet abartdorunent record is true and exact.
Signature of Contractor or Agent 3L_f j Z.—Date
ELT, LOCATION: Draw a location sketch on the reverse of this sheet, showing the direc-
tim aztd distance of the well to at least two (2) nearby reference points
arch as rOAda. int�rsectioria and streams. Identify roads with Sta.e H, .
way road tde nt49cation numbers.
Submit original to the Division of Environmental. Managemitrat. one Copy to the Driller,
and one eor-y to the owner.
GW-30 Revised 3/96

UW UJI I�ye lb: l0 8036421806 ALLIANCE PAGE 19
NUrth Carolina
DeP.rtment of Environment, Health, & Natural. Resources
DivisiOU of 8nvfronmental Manage'rnent
Groundwater StCtion
ROQ BOx 29578 - i2aMei6h. N.C. 27626-0578
COI`1Z`r"4AC'I'OR , . C ,
l . W6.LL LOGA?iQN_ [Show a sketch of the ]pCattorl oa / F2EG. NO.
Nearest Town; back of farm.j
County
(Road. Community, Subdivision, Lot No.)
2. OWNER:
3. AIIUURESS: ,y r>/� /�- C, .
{
4. TOPOGRAFN_Y : d.- w- -Slope. hMtop. valley, flat
5. U5s OF WELT"
d R DATE:
6.'TOTAz, DEM: DiA.�ER'
7. CAS[NG REMOVED:
b. SEALING MATER4U: �
bags of cemear — bags of cement
gals. of water 0� yds. ofs3.-id
gals. of water
C7r1Z�r
Type material
Amount
e. i✓:Pl{41N Mr✓rHOD 17MP AC r�Nr o I�r�. rtrAL.
c FOct
quadrangle No.
WELL DIAGRAM: Draw a detailed sketch of M�
the well allowing total depth. depth and die -
meter of screens resnAlrIng in the sell. vet
ir_teraid, inten•ais ns
of Casing perforatio. and
depWa and types of ti9l materials used.
('s k - /l
I do hereby certify that this wetLl abandonment record is true and exact
Signature of Contractor or Agent `Date
to
WELL LOCATION: Draw a location Sketch on the rev,*: se Of ties sheet. shawirng the direc-
tion and diat=ce of the well to at Ieast two (2) nearby reference polnts
such as rdada, inttrseeiions and stress, identifj, roads with State High
way road Ident1f cation_numbers.
Submit original to the Division of Envirar menw Mstnagezr rnt. h` Dtllier,
and One -:COPY to the owner. one Dopy to f
OW-50 Revised 3/gE5

OW OW 177t lb: 1 U 80;16421806 f ALLIANCE
PAGE 11
North Carolina
Department of Environment, Health, & Natural Resources
Division of Environmental Management
Groundvmter Section
P.O. Box 29578 - Raleigh, N.C. 27626-0578
WELL LOCATION: (Show a sketch of the locatlQd or back of form.)
Nearest Towel: County�e
{Road• Community, Subdivision, Lat Na,)
2. OWNER:
3.AD0RE$$: \Q5tAZ0'ALC._ . Nj L..
4. TOPOGRAPHY : draw, slope. hilltop, valley, flat r1
5. USE OF WELL:
6. TO'TAL DEFi�H:
7. C-A$1IVG REMOVED:
[e9A 4iamucz
6_ SEALING IVIATERL4L:
Neat cement
bags of cement
gals, of water l
Type material
.Amount
"And S'.= ►
bags of cement
yds, of Sand
gals, of water
9. FXPI•AIN METHOD EMPLAC MNT OF MATERIAL.
Quadrangle No.
WALL DLAGRAM: Draw a detailed sketch of
the well showing total depth, depth and dia-
meter of oc;tens remaining in the well, gravel
interval, intezvals of casing perforations, send
depths and types of f l material' usad.
I do hereby certify that this evenLl ab2zdanir_ent record is true and exact.
Signature of Contractor or Agent 6 10-- Z Date -
WELL LOCATION: Draw a location sketeh on the rVVe: s t of U-js sheet, showing the dirce-
tton and diztance of the well to at least two (2) nearby reference points
such as roads, Inftmec#lons and streams. identify roads with state High
way road identification Ptunbcrs.
Submit original to the Division of Environmental Me.riagcmont, one copy to the Driller,
and onecopy to the owner.
OW-30 Revised 3/96

U'dIUJ/1'y'J/ 1b:1b 8e364218e6 ! ALLIANCE PAGE 12
North Carolina
Department of Environment, Health, & Natural Resources
DM*Aon of Envirozimental Management
Grounds, -ter 5eetior,
P.O. Ba:c 29578 - Raleigh, N.C. 2762E-0578
WELL LOCATION. (Show a sketch of the locatfori or back of form.)
Nearest Tanrn: County
(Road, Commurlity, SubdNision, Lat No.)
2. OWNER z
S. ADDRE$$: F':... �. C
4. TOPOGRAPHY : drxar, slope. hilltop. valley, flat
5. USE OF WELL- &1J1Y_Qf, DATE, 6-19 %
6. TOTAL 17Er'ifi:DIAMETER 0
7_ CASING REMOVED:
Le- �_! t a==
S. SEALING NINI-ZRIAL:
Neat cement
bags of cement - bag* tf Cei:lent
gals. of water yds. of sand
gals, of -Water
Other
'lope material
Amount
9. I±fsC ATN METI-OD EMFLACryNIENT OF N(ATERIAL. I i
2drangle No.
WELL DIAGRAM; Draw a detailed sketch of
the will sliovring total depth. depth and dia-
meter of screens remaiaing in the well gravel
fr.terval, Intervals of casing perforatl", s, and
depths and types of fill materials used.
I do hereby cc.-*, that this welt abandonment record is tree and exact.
Signature of Contractor or Agent
LOCAAT-JON: Draw a Iocatton sketch on the reverse of fl,,is sheet, showing the direc-
tion and di3ta4ce of the well to at least hvo (2) nearby refcrerice pgintu
4,uch " roads, ipfersections and streams. Identify roads with $torte Hfgl:
way road identification numbers.
Submit or*Lnal to the Divislon.of Environmental Mxn29tMtnt. one copy to the Driller;
and One.copy to the owner.
OW-30 Revilged 3/96

E9/09/1997 16.10 8036421806
ALLIANCE PAGE 13
North Carolina .
Department of Envlro=ent, Health, & Natural ]Resources
Division of Environmental Management
Groundwater Section
P.C. Box 29578 - Raleigh, N.C. 2762614578
IA,TLL LOCATION; (Show a sketch of the location' or.
Nearest Taarn:_ _
(Roar!, Community, Subdivision, Lot No,)
2, OWNER:
3. ADDRESS: _C7.5 ,�i rr91 tr
4. TOPOGRAPHY! dray, slope. hilitop, valley, flat
5. U51a OF WELL: J d DATE: -�
6. TOTAL DP,?M:
7. CASING REMOVE-D:
kett !Slim . P
S. SEALING 14A ERLAL.
Nest cement Sand ..m .n1
togs of cement a bags of cement
gads. of water-__1____ yds. of sand --
gals. of water
Othe
'type material
Amount
9. EXPLAIN Mrz*N JD EMPLACE:tgENT OF l t&TFRTAL.
%�PPMmi err-L
k of form,)
county ire Sty i 1
Quadrangle No.
WELL DIAGRAM. draw $ dctailed sketch aC
the well showing total depth, depth and dia-
meter of screens rernai=g iai the "u, gravel
Inte,'rVal, Intde%'a.ls of casing perforations, and
depths and types of EI materials Used.
i do hereby ccr fy that this well abandonment record is true and exact.
Signature of Contractor or Agent �-I Q-LO — C�J�v pate
W� LL LOOATIgY: Draw a location sketch pn the reve: se of this sheet, showt-ig the dL�ec-
ticn and distance of the well to at least two (2) nearby reference pcir;ts
such as roasts, intersections and stresms, ldetrt&y roads with State High
way road Identifleation number's,
Submit original to the Divisfon of Ernrironmcntab Masiegtznertt. one copy to the Dri>ltr.
and one copy to tye owner.
CW-3o devised 3/5S ,

I
09/09/1997 16:10 8036421806
ALLIAHCE
PAGE 14
North Carolina
T7epartment of Environment, Health, & Natural Resources
Division of Environmental Management
Groundwater Section
P.O. Box 29578 - Raleigh, N.C. 27626-0578
1, WELL LOCAUQN: (Show a sketch of the location'on back of farm.)
Nearest Toam: County 1 t
(Road.. Community, Subdivision, Lot No) Quadrangle No. ;
2. OWIv-ER: WELL DtA�GRA.M: Draw —a detailed sketch of
f / the well showfng total depth, depth and dia-
3, meter of screens rernai ing izi the well, gravel
_ interval, Enten`als Of $.sing perforations. and
4. TOPOGRAPHY. draw, slope. bmtop. valley. flat depths and types of fill materials used.
6. USE OF V&LL; % . d DATE:
6. TOTAL DEPTH: r� f DTAIvIET; R C
7_ CASING REMOVED:
f5st giamittz
S. SEAMNO MATERIAL;
I;eat cement +
bags of cement /-
gals, of water (0
Other
Type material
Amount
Sand Cement
bags of cement
yds. of sand _
gals, of water
9. EXPLAIN Iv1ET. [OD E.MPLACpfENT OF MATERIAL.
-I L CS `M
I do hereby cer* that this well abanderunent record Is true and exact,
Signature of Contractor cr Agent 3"_ `—`Y—"-1f Date L - C,? 7 9 2
VTc,LL LOCA7110N: Draw a location sketch on the reverse of this sheet, showing the direc-
tion arid distance of the well to at least two (2) nearby reference pair ts
such as roads, iafersecdons and streams. Identify roads r4th state High
way road Wenti.$cation number,
Submit.0rigin21 t6 the Division of Environm_ entai. Mamgcrnent. one copy to the Drillrr,
a -rid one copy to the owner.
OW-30 Revised 3/96

09/14%2010 14:55 9104860707 NC DENR PAGE 02/05
,J
NCDEH`R
Norkh Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 7, 2010
CSX Transportation, anc.
Attn: Mr. Matt Adkins
351 Thornton Rd., Ste. 1.25
T ithia Springs, GA 301.22
SUBJECT: Well Construction Permit No. WR0600058
Six (6) Recovery Wcll.q
NC Hvvy 211, Parcel No. 1,24500913291
Rosindale, 13laden County
Dear Mr, Adkins:
In accordance with your application dated August 31, 701.0 and received in the .Yayetteville Regional
Office September 7, 2010 we are forwarding herewith Well Construction Permit No. WR0600058 dated September
7. 2010 issued to CSX Transporation, hie, for the construction of six (6) recovery wells located at the
aforementioned sites.
This Permit will be effective from the date of its issuance and shall be subject to the conditions and
limitations as specified therein.
Please note that according to North Carolina Administrative Code, Title 15A, Subchapter 2C, Section
,0105 (g), "it is the responsibility of the well owner or his agentto see that a permit is secured prior to the
beginning of construction of any well for which a permit is required."
Issuance of this permit does not constitute approval of the subject wells for reimbursement from 'l: mst
Funds.
If any parts, requirements, or limitations contained in this Permit are unacceptable to you, you have the
right to an adjudicatory hearing before, a hearing officer upon written demand to the Director within 30 days
following receipt of this Permit, identifying the specific issues to be contended. Unless such demand is made, this
Penuit'shall be final and binding.
Si grel
U
Stephe i . Barnliardt, L.G.
Aquife• rotection Regional Supervisor
Enclosure
cc, FRO Files
Bladen County Health Dept., Parratt-Wolff, Inc., James and Patricia Lewis
AQUIFER PROTECTION SECTION
22.5 Cronn St., Ste.. 714
Fayetteville, North Carolina 2t1301 One
Phnne: 910-433-33001 FAX - 81CAM07C71 Cusromsr SGrAce: 1.877.623.6746 NorthCaroliva
Internet: wvnv.h20.enrstate,nc.us An Fgual Oppodunily 1 AffirmNa�1��lly
olin Ad& Fmooyef

09/14I2010 14:55 9104860707 NC DENR PAGE 03/05
NORTH CAROLINA
ENVTRONMENTAL MANAGEMENT COMMISSION
RALLEIGH, NORTH C.A. ROLINA
PE12MI'i' FOR THE CONSTRUCTION OF A WELL OR WELL SYSTEM
In accordance with the provisions of Article 7, Chapter 87, North Carolina General. Statutes, and
other applicable Laws, Rules and :Regulati.oas.
PERIL JSSTON IS HEREBY GRANTED TO
CSX Transportation, I e,
FOR. THE CONSTRUCTION Oi+ six (6) recovery wells, located, at NC Hwy 211, (Parcel No.
124500913291) in Bladen County, North Carolina in accordance wi:tli the application dated August
31, 2010 and in confo-,nn_ity with specifications and siipporting data, all of which are filed with the
Department of Environment and Natural. Resources and are considered a. part of this Permit,
This Permit is for well. construction only and does not waive any 1irovisions or
requi_remerats of: the Water Use Act of..1967 or a»y other applicable laws or rcgul.atio..ns.
Construction of a well under this Permit shall be in compliance with the North. Caroli.1la
Well Construction Regulations and Standards and any other laws and regul.atiom pertaining to
well construction. This Permit will be effective from the date of its issuance through the duration
of this Project.
Permit issued this the 7th day of September 2010.
FOR THE NORTT- .AROL A ' VIRONMLNTAT, MANAGEMENT COMMISSION
_ _ SPTLVn3_t�l�
Steph . A.. Bamllardt, L.G. Aquifer Protection. Regional Supervisor
TDTVIS N OF WATER QUALITY
By Authority of the Environmental Management CwTimisslon
Permit No. WR0000058

��
A
b
al
NCD— ,
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins
Governor
Director
April 13, 2009
CSX Transportation, Inc.
Attn: Harold Thurston
351 Thornton Rd., Ste. 125
Lithia Springs, GA 30122
Natural Resources
SUBJECT: Well Construction Permit No. WM0600770
One (1) monitoring well
NC Hwy 211 Parcel No. 124400883692
Rosindale, Bladen County
Dear Mr.Thurston:
Dee Freeman
Secretary
In accordance with your application dated February 11, 2009 and received in the Fayetteville Regional
Office April 7, 2009 we are forwarding herewith Well Construction Permit No. WM0600770 dated April 9,
2009 issued to CSX Transportation, Inc. for the construction of one (1) monitoring well located at the
aforementioned site which is owned by Oliver R. Thomas, Jr. located at NC Hwy 211, Rosindale, NC.
This Permit will be effective from the date of its issuance and shall be subject to the conditions and
limitations as specified therein.
Please note that according to North Carolina Administrative Code, Title 15A, Subchapter 2C,
Section .0105 (g), "it is the responsibility of the well owner or his agent to see that a permit is secured prior
to the beginning of construction of any well for which a permit is required."
Issuance of this permit does not constitute approval of the subject wells for reimbursement from
Trust Funds.
If any parts, requirements, or limitations contained in this Permit are unacceptable to you, you
have the right to an adjudicatory hearing before a hearing officer upon written demand to the Director
within 30 days following receipt of this Permit, identifying the specific issues to be contended. Unless
such demand is made, this Permit shall be final and binding.
Enclosure
cc: FRO Files
Bladen County Health Dept.
Parratt-Wolff, Inc.
Harold Thurston
Sincerely,
Stephen A. arnhardt, L.G.
Aquifer Prot tion Regional Supervisor
AQUIFER PROTECTION SECTION
225 Green St, Ste. 714
Fayetteville, North Carolina 28301
Phone: 91OA33-33001 FAX : [phone] Customer Service: 1-877-623-6748
Internet: www.h20.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina
Naturally

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION OF A WELL OR WELL SYSTEM
In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and
other applicable Laws, Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
CSX Transportation, Inc.
FOR THE CONSTRUCTION OF one (1) monitoring well on a piece ofproperty owned by Oliver
R. Thomas, Jr. located at NC Hwy 211, Rosindale, NC, Bladen County in accordance with the
application dated February 11, 2009 and in conformity with specifications and supporting data, all of
which are filed with the Department of Environment and Natural Resources and are considered a
part of this Permit.
This Permit is for well construction only and does not waive any provisions or
requirements of the Water Use Act of 1967 or any other applicable laws or regulations.
Construction of a well under this Permit shall be in compliance with the North Carolina
Well Construction Regulations and Standards and any other laws and regulations pertaining to
well construction. This Permit will be effective from the date of its issuance through the duration
of this project.
Permit issued this the 9th day of April 2009.
FOR THEqYN�DR�j<)k O A VIRONMENTAL MANAGEMENT COMMISSION
Stehar , L.G. quifer Protection Re 'onal SupervisoDIWATER QUALITY
By Authority of the Environmental Management Commission
Permit No. WM0600770

' I
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOt�RCR r 2
DIVISION OF WATER QUALITY- GROUNDWATER SECTION s `
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING WEI,:Y�$;TEI
(Please Type or Print Clearly) 7pursuan
Date: February 11 2009 County BI en In accordance with the provisions of Article 7, Chapter 87, General Statutes of North arolina and reguthereto, application is made for a permit to construct monitoring wells. -� j
1. Name of Applicant: CSX Transportation Inc (Telephone:
Applicant's Mailing Address: 351 Thornton Road Suite 125 Lithia Springs GA 30122
2. Name of Property Owner (if different from Well Owner): Oliver R. Thomas Jr.
Owner's Mailing Address: _ 699 Happy Valley Road Elizabethtown North Carolina 28337
3. Contact Person: Harold Thurston (Telephone: [phone] )
4. Location of Property: NC Highway 211 Rosindale North Carolina (Parcel No 124400883692)
5. Reason for Monitoring Well(s): Environmental Assessment
(ex: nondischarge permit requirements, suspected contamination, environmental assessment, etc.)
6. Type of facility or site for which the monitoring well(s) is needed: _ Waste Disposal Site
(ex: nondischarge facility, waste disposal site, landfill, underground storage tank, etc.)
7. Type of contamination being monitored (if applicable): _ Heavy Metals
(ex: nutrients, organics, heavy metals, etc.)
B. Are any existing recovery wells associated with the monitoring well(s)? NO If yes, how many?
Recovery Well Construction Permit No.
9. Distance to a known waste or pollution source: 0 - 100 feet
10. Are any water supply wells located less than 500 feet from the proposed monitoring wells? NO
11. Well Contractor: Parratt-Wolff, Inc. If yes, give distance: feet
12. Well Contractor Certification #: 2489
13. Well Contractor's Address: 501 Millstone Drive Hillsborough NC 27278
PROPOSED MONITORING WELL CONSTRUCTION INFORMATION
1. Total Number of Wells to be constructed: 1 ; (A) Number to be completed in bedrock?
(B) Number to be completed in unconsolidated material?
2. Estimated depth of well(s): 15 feet
3, Gravel or sand pack interval (if appropriate)
From 3 feet To 15 feet
4. Type of casing used: PVC
(ex: PVC, stainless steel, galvanized steel, etc.)
5. Diameter of casing: 2 inches
FOR OFFICE USE ONLY
_PERMITTED ACTIVITY
U.S.T. LEAK DETECTION
_GROUNDWATER QUALITY STANDARDS
VIOLATIONS SUSPECTED UNPERMITTED
ACTIVITIES
NOTICE OF NON-COMPLIANCE AT
UNPERMITTED FACILITIES
PERMIT NO. ISSUED 19
GW-22M (03/2000) (Continued on reverse) I INCIDENT #
wflgooo 7?0 41 q1 a069

6. Thickness of casing: Schedule 40 inches
7. How will the well(s) be secured? Lockable cover
8. Estimated beginning construction date: 14Al e LD© Q
9. Estimated completion date: Al a-gi t 7i ZDag
ADDITIONAL INFORMATION
1. ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 — PROPOSED MONITORING WELL(S)
2 — ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY
BOUNDARY
3 — ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4 — AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS, ETC.)
2. PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMETER, ESTIMATED DEPTH,
SCREEN INTERVALS, SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESS,
WELL HEAD COMPLETION DETAILS, ETC.)
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with
approved specifications and conditions of the Well Construction Permit as regulated under the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts
full responsibility for compliance with these rules.
of Applicant or Agent
Title (if
If the property is owned by someone other than the applicant, the property owner hereby
consents to allow the applicant to construct monitoring wells as outlined in this application and that
it shall be the responsibility of the applicant to ensure that these monitoring wells conform to the
Well Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C).
Signature of Property Owner (if
applicant)

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT J
MAPS
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd, Suite 205
Morrisville, NC 27560 www.amec.com
Tel — [phone]
Fax — [phone]

AMEC Earth &Environmental
2200 Gateway Centre Blvd., Suite 205
TITLE: PROPOSED INJECTION
MONITORING WELL NETWORK
CLIENT:
• • • ��
Attachment
H1
SITE:
Morrisville, NC 27560
DATE: 08-26-2010 SCALE: 1" = 100' PROJ.: 643008035
[phone]
ameOROSINDALE,
CSX ROSINDALE DERAILMENT SITE
DR: W. Blaylock
CHK: J. Bennett
NORTH CAROLINA
P:V,ro eCFiles\CSX Rosindale\643008035 CSX-Rosindale Remedial Invesfigation\Dravengs\figure3 inj.mxd
LOCATION: i

AMEC Earth &Environmental
2200 Gateway Centre Blvd., Suite 205
CLIENT: r 7
L J
PROJ.:
sasooaoss
Figure No.
SITE MAP
SCALE:
Morrisville, NC 27560
�"
1" = 260'
2
[phone]
ameo
SITE: CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DATE.
11-06-2009
DR: JWB""
HMT

10 R.
�rOcal Exaggeration 5X
0
50 fL
LEGEND
CSX-04
Well Name
�
yyWl gam l
®
Total n In JWL - My 2W9
Chron*
Tan 8Nq► Medium m Fine Send
RIMM Urrleee MarM OIMWWW
Pee Dee Conflning Unit -
CAay
WX
Below Laboratory Gu niftmU n LIn*
8
Abandoned Wet
U!, U� (�
� Water Level
a
Pee Dee Aquifer -
Grey Sand with Shell Fragments
AMEC Earth & Environmental CLEM:
2200 GaWway Cwft BW., Suke 2 am
Moetvae, NC V= CSX TRANSPORTATION, INC.
(919) 44T 2T50
ITLE: OR pay PRO, NO.:
LITHOLOGIC CROSS SECTION A X j" HT
CHc: DATE Owc NM
CSX ROSINDALE DERAILMENT SITE HT r0,,wnbsr4, 2W9
RMINDAM NORTH CAMUNA acme FKKM No- 3
1�s�'

A=X
B
North
B'
Railroad Line South
Q d
� — — •— — — _— ° — d — — ° v d a 60
v v d d ° ° Pee Dee Aquifer a
v d v
d ° v ° d v ° ° <5
° d 4
50 1 d
SCALE
10 ft.
CSX-04 Well Name
® TOW CFromk n In NglL - My 2009
Resets Unless Mslloed Ot wwlse
BOL Below Labocrt n QusntlWm Unt
50 Isoconcentration Line (I#L)
irdcal Exaggeration 5X
50 ft.
°
d
° n <7 d 1 50
LEGEND
Well Screen IntervalE:1
Surfidal Soils -
Tan Silty Medium tD Fine Sand
8 Abondoned Wd
Pee Dee Confining Unit -
Clay
Pee Dee Aquifer -
V Water Level
D
Grey Sand with Shell Fragments
AMEC Earth & Environmental
2200 (3sieway Centro BNd., SulEs 20b ame�ry
MorftAls, NC 275W
(919) 447 27b0
TLE:
LITHOLOGIC CROSS SECTION B-B'
CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROUNA
CLIENT:
CSX TRANSPORTATION, INC.
DR REV: PROD. NO.:
Jwt3 HT 84
CW1 DATE: DWO NO.
HT I November 8, Z=
SCALE: FXUJM ND- 4
1r=60'
7T1

CSX-21 �% CSX-22 CSX-24
CSX-8A
® CSX-23�� P
CSX-04 CSX-26
CSX-02 i C;;SX- 1.5---�'
CSX-03 � CSX-16
`
C SX-17
/® CSX-25 N
CSX-06 7
QCSX-07
V,
Property Boundary
® Former Excavation Area
Surface Water
Railroad
Cross Section Trace
Surficial Aquifer Well Location
® Lower Aquifer Well Location
® Abandoned Well Location
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
[phone]
CLIENT:
]
•• •
ameO
PROJ.:
643008036
Figure No.
5
CROSS SECTION
INDEX
SCALE:
1" = 250'
SITE: CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DATE'
11-08-2009
DR:
JWB
°H1 HMT

AMEC Earth & Environmental
CLIENT:
PROD.:
643008035
Figure No.
GROUNDWATER
2200 Gateway Centre Blvd., Suite 205
POTENTIOMETRIC MAP
SCALE:
Morrisville, NC 27560
• • 001
1" = 250'
6
(MAY 19, 2009)
[phone]
ameey
SITE: CSX ROSINDALE DERAILMENT SITE
ROSINDALE, NORTH CAROLINA
DATE:
11-06-2009
UK:
JWB
HMT

Non -Discharge Permit Application
Rosindale Derailment Site, Rosindale, NC
October 2010
ATTACHMENT K
ameO
CERTIFICATIONS AND PROPERTY OWNER APPROVAL
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd, Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

CONSENT OF PROPERTY OWNER (if the property is not owned by the applicant)
("Owner" means any person who holds the fee or other property rights in
the well being constructed. A well is real property and its construction on
land shall be deemed to vest ownership in the land owner, in the absence
of contrary agreement in writing.)
As owner of the property on which the injection well(s) are to be constructed and
operated, I hereby consent to allow the applicant to construct each injection well as
outlined in this application and agree that it shall be the responsibility of the applicant to
ensure that the injection well(s) conform to the Well Construction Standards (Title 15A
NCAC 2C .0200).
Printed Name and Title: J C 6-5 C-
b
Date:
Signature: _ _ � �� —s .c� % /

CERTIFICATION (to be signed as required below or by that person's authorized agent)
NCAC 15A 2C .0211(b) requires that all permit applications shall be signed as follows.
1. for a corporation: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor,
respectively
3. for a municipality or a state, federal, or other public agency. by either a principal
executive officer or ranking publicly elected official
4. for all others; by the well owner.
If an authorized agent is signing on behalf of the applicant, then supply a letter
signed by the applicant that names and authorizes their agent.
I hereby certify under penalty of law that I have personally examined and am familiar
with the information submitted in this document and all attachments therein, and that,
based on my inquiry of those individuals immediately responsible for obtaining said
information, I believe that the information is true, accurate, and complete. I am aware
that there are penalties, including the possibility of fines and imprisonment, for
submitting false information. I agree to construct, operate, maintain, repair, and if
applicable, abandon the injection well(s) and all related appurtenances in accordance
with the approved specifications and conditions of the Permit.
Printed Name and Title: R Lg J L 11 L)c kos t�r2 .n 4 %kr��
Signature: ` l/ �' W <_( Date: S 2 � _ / b

Goodrich, David
From: Goodrich, David
Sent: Tuesday, November 16, 2010 2:08 PM
To: '[e-mail]'
Subject: CSX Transportation Remediation System
Ms. Roush:
I am reviewing the recent permit application you submitted on behalf of CSX Transportation for the construction and
operation of a groundwater remediation system at the former CSXT-Rosindale Derailment Site and need some
clarification on the proposed remediation system.
In examining the application, it is my understanding that the six extraction wells will be pumping approximately 1,440
GPD per well, representing a total withdrawal of 8,640 GPD. The maximum volume of ground water that will be
remediated each day is listed as 31,200. Is this figure based in a much higher extraction (pumping) rate, or "in -situ"
remediation performed by the injectant mixture as it combines with contaminated ground water in the aquifer?
Each of the active injection wells is expected to receive a volume of approximately 3,125 gallons of water and 62 gallons
of chemical additive each day. It is unclear how many of the injection wells will be active at any one time. Since injecting
more than you withdraw would result in an "escape" of the injectant mixture into other areas beyond the extraction
wells' zones of capture, the amount of mixture injected is usually about equal to the amount of contaminated ground
water extracted during that event.
As per 15A NCAC 2L .0107 and .0108, any groundwater remediation system that employs injection of a mixture (other
than potable water that was not previously contaminated ground water) will have a compliance boundary and a review
boundary established at appropriate distances from the injection wells, or on the edge of a polygon connecting multiple
injection wells. These boundaries pertain to the injectant substances only, and do not apply to the "existing"
groundwater contamination.
Thank you for your assistance.
Sincerely,
David Goodrich
Aquifer Protection Section Central Office

f r
NCDEN�
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 6, 2010
Mr. Matt Atkins, Manager of Environmental Remediation
CSX Transportation, Inc.
351 Thornton Road, Suite 125
Lithia Springs, GA 30122
Subj ect: Additional Information Request
WQ0035089 Permit Application
Former CSX — Rosindale Derailment Site
Groundwater Remediation System
Bladen County
Dear Mr. Atkins:
Dee Freeman
Secretary
The Non -Discharge Permitting Unit is reviewing the subject permit application package. Additional
information is required before we may continue our review. Please address the following items no later
than January 6, 2011:
1) The application indicates that each of the six extraction wells will be pumping approximately 1,440
gallons per day per well, representing a total withdrawal of 8,640 gallons per day. However, the
maximum volume of ground water that is to be remediated each day is listed as 31,200 gallons. Is this
figure based on a much higher extraction (pumping) rate from each well, or on the "in -situ" amount
of contaminated ground water remediated by the injectant mixture as it combines with and de-
contaminates the ground water within the aquifer?
2) The application indicates that each of the injection wells will receive a volume of approximately
3,125 gallons of water and 62 gallons of chemical additive each day. It is unclear how many of the
injection wells will be active at any one time. If a greater volume of liquids is injected than is
withdrawn from an aquifer, this practice could result in an "escape" of the injectant mixture into areas
that are beyond the extraction wells' combined zone of capture. In order to prevent this from
happening, the amount of liquid injected should be approximately equal to the amount of liquid
extracted during a remediation event. Please inform us as to how many of the injection wells will be
active at any one time, and what the ratio will be of the volume of water extracted from the aquifer
during a remediation event to the volume of remediation mixture injected into the aquifer.
3) As per Rule 15A NCAC 2L .0107 and .0108 and current policy, any groundwater remediation system
that employs injection of a mixture (other than potable water that was not previously contaminated
ground water) will have a compliance boundary and a review boundary established at appropriate
distances from the injection wells, or from the edge of a polygon connecting multiple injection wells.
These boundaries apply to the injected substances only, and do not apply to the original "existing"
groundwater contamination. Please provide a map of the site that includes the delineation of a review
boundary and a compliance boundary.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh. North Carolina 27604 One
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715.60481 Customer Service: 1-877-623-6748 Internet: NOTthCai'OIIIId
www.ncwate�uar .off ;Vatlfra'�l1�
An Equal Opportunity', Affirmative Action Employer [�iL

Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules
and regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant.
Please reference the subject application number when providing the requested information. Three copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter.
Please note that failure to provide this additional information on or before the above requested date
may result in your application being returned as incomplete. If additional time is necessary, the
application may be withdrawn to avoid being returned as incomplete. Either the applicant or the
applicant's consultant may request withdrawal by email message or letter if this is desired.
If you have any questions regarding this request, please do not hesitate to contact me at [phone].
Thank you for your cooperation.
Sincerely,
David Goodrich
Aquifer Protection Section
cc: Susan E. Johnson, PE, Principle Engineer, AMEC Earth & Environmental, Inc. 2200 Gateway
Centre Boulevard, Suite 205, Morrisville, NC 27560
Art Barnhardt, Fayetteville Regional Office, Aquifer Protection Section
APS Central Files

Goodrich, David
From: Bennett, Jay [e-mail]]
Sent: Friday, January 21, 2011 10:36 AM
To: Goodrich, David
Subject: RE: Additional time to respond to the December 6th Additional Information Request Letter
Hi David -
We are still waiting on final review of the letter from our client and I have since found out that several folks in
the review chain have been sick, so I would like another week to get this to you.
Thanks for understanding -
Jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]
Cell: 919.819.2750
mailto:may. ben nettQ-amec.com
visit our website
www.amec.com
From: Goodrich, David[maiIto: david.goodrich(abncdenr. qovl
Sent: Tuesday, January 04, 2011 11:12 AM
To: Bennett, Jay
Subject: Additional time to respond to the December 6th Additional Information Request Letter
Jay,
Pursuant to our conversation this morning, we are granting you an additional two weeks to respond to my letter
requesting additional information associated with the application for the former CSX Rosendale Derailment Site
groundwater remediation permit (Permit Application Number WQ0035089).
The due date for responding to the letter is hereby extended to January 20, 2011.
Sincerely,
David Goodrich
Aquifer Protection Section Central Office
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.
Its contents (including any attachments) may contain confidential and/or privileged information.
If you are not an intended recipient you must not use. disclose. disseminate. copy or print its contents.
If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

Goodrich, David
From: Bennett, Jay [e-mail])
Sent: Thursday, January 27, 2011 4:04 PM
To: Goodrich, David
Cc: Roush, Kathy A
Subject: RE: Additional time to respond to the December 6th Additional Information Request Letter
Attachments: Response_ 12610 letter. pdf
Hi David -
Please find attached our response to the questions outlined in your letter of 6 December 2010. Again we
apologize for the delay and appreciate the extensions to prepare and review the responses internally. Please call
me if you have questions etc. and we can go from there.
Thanks again for your assistance -
Jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]
Cell: 919.819.2750
mailto:iay.ben nett(a)amec.com
visit our website
www.amec.com
From: Goodrich, David [maiIto: david.goodrich @ncdenr.govl
Sent: Tuesday, January 04, 2011 11:12 AM
To: Bennett, Jay
Subject: Additional time to respond to the December 6th Additional Information Request Letter
Jay,
Pursuant to our conversation this morning, we are granting you an additional two weeks to respond to my letter
requesting additional information associated with the application for the former CSX Rosendale Derailment Site
groundwater remediation permit (Permit Application Number WQ0035089).
The due date for responding to the letter is hereby extended to January 20, 2011.
Sincerely,
David Goodrich
Aquifer Protection Section Central Office

The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.
Its contents (including any attachments) may contain confidential and/or privileged information.
If you are not an intended recipient you must not use, disclose. disseminate. copy or print its contents.
If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

ameo
27 January 2011
Mr. David Goodrich
Environmental Permits -Aquifer Protection Section
NCDENR-Division of Water Quality
1636 Mail Service Center
Raleigh, North Carolina 27604
Subject: RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION
WQ0035089 PERMIT APPLICATION
FORMER CSX - ROSINDALE DERAILMENT SITE
GROUNDWATER REMEDIATION SYSTEM
BLADEN COUNTY, NORTH CAROLINA
Dear Mr. Goodrich:
AMEC Earth & Environmental, Inc. (AMEC) is pleased to submit the following response to the
letter sent to CSX Transportation, Inc. dated 6 December, 2010. Additionally, we appreciate the
additional time to provide this response as outlined in your 4 January, 2011 electronic mail to
Jay Bennett of AMEC. As discussed during our phone call on 3 December 2011, the objective of
the groundwater remediation permit application is to utilize existing groundwater inside the
contamination plume to facilitate mixing of the injection solution that will in -turn be reinjection
inside the current mapped groundwater contamination plume boundary. Additionally, this permit
application supplements the Underground Injection Control Permit (# W10600060) issued for the
site.
The responses below address the specific questions outlined in your letter dated 6 December
2010 and provide additional information to supplement the 29 October 2010 permit application.
1) The application indicates that each of the six extraction wells will be pumping approximately
1,400 gallons per day per well, representing a total withdrawal of 8,640 gallons per day.
However, the maximum volume of ground water that is to be remediated each day is listed
as 31,200 gallons. Is this figure based on a much higher extraction (pumping) rate from
each well, or on the "in -situ" amount of contaminated ground water remediated by the
injectant mixture as it combines with the decontaminates the ground water within the
aquifer?
Response
During the infiltration testing pilot test (see Appendix F), AMEC calculated an average infiltration
rate (i.e., injection rate (Qi)) into the aquifer of 5 gallons per minute (GPM) or 7,200 gallons per
day (GPD). Assuming we have 12 hours per day (ie, '/2 day )to do the work, that value becomes
3,600 gallons per day (GPD) per well. AMECs intent is to initially inject fluids into two wells per
day at 7,200 GPD. ---
J �
AMEC Earth & Environmental, Inc. Tel — [phone]
2200 Gateway Centre Blvd., Suite 205 Fax — [phone]
Morrisville, NC 27560 www.amec.com

Response to Request For Additional Information
Former CSXT Derailment Site, Rosindale, NC
27 January 2011
Page 2
am ec�
The same logic applies to the pumping wells as the injection wells. Since we did not have an
aquifer test to evaluate actual pumping rates, our aquifer slug recovery test data was used to
conservatively estimate the proposed pumping well rates (Qp). We estimated 2.0 GPM or 2,880
GPD. If we assume '/z day of pumping we arrive at 1,440 GPD per well or 7,200 GPD total flow
4
for,pi' wells.
Conservatively, the application request indicates a treatment of up to 31,200 GPD not a
treatment rate of 31,200 GPD. The intent is to evaluate water balance by field testing extraction
and injection to determine the optimum Qi and Qp so that a water balance can be achieved
without exceeding the design limits (see Appendix F-Injection Rational). Therefore, we are
requesting that the permit allow treatment of up to 31,200 GPD, with the knowledge that we will
initially treat 7,200 GPD until the optimum Qp and Qi rates are established. AMECs experience
with injection rates in these aquifers types, under atmospheric pressure, suggest an injection to
recovery ratio of 4 to 1. If additional extraction wells are required, we will modify the recovery
well permit by installing more wells inside the injection well zone.
2) The application indicates that each of the injection wells will receive a volume of
approximately 3,125 gallons of water and 62 gallons of chemical additive each day. It is
unclear how many of the injection wells will be active and any one time. If a greater volume
of liquid is injected that is withdrawn from the aquifer, this practice could results in an
escape of the injectant mixture into area that are beyond the extraction wells combined zone
of capture. In order to prevent this from happening, the amount of liquid injected should be
approximately equal to the amount of liquid extracted during the remediation event. Please
inform us as to how many of the injection wells will be active and any one time, and what the
ratio will be of the volume of water extracted from the aquifer during the remediation event to
the volume of remediation mixture injected into the aquifer
Response
Based on AMEC's response to question number one above, AMEC plans to inject into two wells
at a time using six recovery wells pumping at maximum capacity until the optimum Qi and Qp
are achieved. As stated in the permit application (see Appendix G Calculations), our injection_
duration and Qi will not exceed the extraction well.Qp, Hence the initial water balance ratio of Qi
to Qp will not exceed 7,200 gallons per day unless field evaluation indicate that a higher water
treatment flow volume can be achieved to treat up to the requested 31,200 GPD
3) As per Rule 15A NCAC 2L .0107 and .0108 and current policy, any groundwater
remediation system employs injection of a mixture (other than potable water that was not
previously contaminated ground water) will have a compliance boundary and a review
boundary established at approximate distances from the injection wells, or from the edge of
the polygon connecting multiple injection wells. These boundaries apply to the injected
substances only, and do not apply to the original "existing" ground water contamination.
Please provided a map of the site that includes the delineation of the review boundary and
the compliance boundary.
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]
r

Response to Request For Additional Information
Former CSXT Derailment Site, Rosindale, NC
27 January 2011 amee'5�
Page 3
Response
A revised map has been included (see Figure H1) to clarify the compliance and review
boundary location at the site with respect to 2L Rule .0107 and .0108. To be clear, the original
polygon boundary was not intended to be the injection well boundary but our proposed 2L
Review Boundary that conservatively used existing wells in addition to new wells to evaluate
site conditions.. Site restrictions and topographic features, wetlands etc, may prohibit
establishing a review boundary that meets the intent of the Rule. However, AMEC will adjust
and modify the boundary based on actual site conditions and final well placement. Exiting
monitoring wells will be used as review /compliance points and new wells installed in the
location shown on Figure H1 provided installation in these areas is feasible.
Closing
Should you have any questions or need additional information, please do not hesitate to contact
either of the undersigned at [phone].
Respectfully Submitted,
AMEC Earth & Environmental, Inc.
1
Ja ' Bennett, PG, RSM Kathleen Roush, PG, RSM
Senior Project Manager Environmental Unit Manager
Cc: Matt Adkins— CSXT
P:IProjectFilesICSX RosindaW643008037 - CSX Rosindale RAPICorrespondencelNCDENRIResponse_ 12610 letter. docx
AMEC Earth & Environmental, Inc.
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
www.amec.com
Tel — [phone]
Fax — [phone]

i
phi
NOTE: 2L Compliance Boundary to be /", / x
field adjusted based on site conditions.
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kI Deep Aquifer Well Location (Existing)
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0 Proposed Injection Well Nest Location (2 Wells: Deep d Shallow)
® Proposed Mondodng Well Nest Location (Includes Shallow 6 Deep Screens)
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— Injection Well Boundary
\
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{-- 2L Compliance Boundary (250'y
Properly Owner Key
— 2L Review Boundary
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Railroad
0 Former Excavation Area
O
James E. Lewis
�'�
+�
✓
- Property Boundary
O3
Oliver Thomas
Wall Part of Injection Monitoring Network
Tillman & Patricia Mobley Trust
AM Earth 8H Environmental
TITLE: PROPOSED INJECTION
CLIENT:
Figure
2200 Gateway Centre Blvd., Suite 205
MONITORING WELL NETWORK
•• •�"
H1
SITE:
DATE:
layloc
SCALE: t =too' PROJ.: 64300e035
Morrisville, 27560
7-
[phone]
amee-1V
CSX ROSINDALE DERAILMENT SITE
W.
DR: W. Blaylock
CHK: J. Bennett
ROSINDALE, NORTH CAROLINA
LOCATION: PWmpdFb cszRwMle\u]ooeos csXAuawdla Ren�Lllm.weNo on
aya\fqu.]nr�d ,

Goodrich, David
From: Bennett, Jay [e-mail]]
Sent: Tuesday, February 01, 2011 10:22 AM
To: Goodrich, David
Cc: Roush, Kathy A
Subject: CSX Rosindale Re -injection Permit- Follow-up Note
Attachments: Injection Perm it_W10600060.pdf
Hi David -
Thank you again for the opportunity to discuss the Remediation injection process for the Rosindale site with me
yesterday. In brief, we discussed the following and AMEC offers the following explanations and clarifications to the permit
application.
1- The 27 January, 2011 letter answered your questions and there is no further comments.
2- Appendix A and B were submitted and included on the CD attached to the permit application. This information
was included as electronic documentation due to the size of each document. Therefore, no further
comments/actions required
3- During our conversation, you referenced that the state likes to see treatment of the contaminants prior to
reinjection to the aquifer. Based on this comment we offer the following explanation.
a. As stated in the injection Rational section of the permit application (see Attachment F),refer to the 1st
paragraph that states
i. "Unlike the fixation technique where the groundwater is pumped to a surface facility for
treatment, with this method the treatment compounds are injected directly into the
aquifer. As groundwater passes through the injection areas, the injectants react with the
contaminants. "
ii. This paragraph should be amended to include the following sentence at the end of the
paragraph.
1. Therefore, contaminated groundwater from the interior of the plume will be mixed
with treatment compounds prior to reinjection. Treatment begins at the surface
with the addition of the EOS to the extracted make up water, and continues in the
aquifer. The injection of the make-up water / EOS solution creates an
environment where the aquifer is the treatment vessel for treatment of the
groundwater within the full scale plume area. AMEC anticipates a 95 %
groundwater efficiency rate in the aquifer once the treatment solution comes in
contact with the Hexavalent chromium in the groundwater and matrix material. A
three month pilot study will be performed that included 6 injection wells, prior to
full scale implementation to evaluate flow rates, treatment contact time and
treatment effectiveness.. Injection for the pilot study will occur in compliance with
W10600060 (see attached to this email).
Please let me know if this wording will suffice to keep the permit application going progressing to issuance. As
discussed, we will delay beginning of the full scale implementation until our pilot study results are received.
Thanks again for your patience -
Jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]

Cell: 919.819.2750
mailto:iay.bennett(W-amec.com
visit our website
www.amec.com
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.
Its contents (including any attachments) may contain confidential andior privileged information.
If you are not an intended recipient you must not use, disclose, disseminate. copy or print its contents.
If you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins
Governor Director
November 4, 2010
Matt Adkins - Manager Environmental Remediation
CSX Transportation
351 Thornton Road
Suite 125
Lithia Springs, GA 30122
Subject: Acknowledgement of Application No. WQ0035089
Former CSXT - Rosindale Derailment Site
Groundwater Remediation, Non -discharge
Bladen
Dear Mr. Adkins:
Dee Freeman
Secretary
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on November 2, 2010. This application package has been assigned the number listed above and will be reviewed
by David Goodrich.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application.
If you have any questions, please contact David Goodrich at 919-715-6162, or via e-mail at [e-mail]. If the
reviewer is unavailable, you may leave a message, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
CUJA,
for Jon Risgaard
LAU Supervisor
cc:
Fayetteville Regional Office, Aquifer Protection Section
AMEC (Kathleen Roushe, LG, RSM) 2200 Gateway Centre Blvd, Ste 205, Morrisville, NC 27560
Permit Application File WQ0035089
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh. North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1.877-623-6748
Internet: www.ncwaterauality.ora
An Equal Opportunity 1 Affirmative Action Employer
NorP
thCarolina
Naturally

North Carolina Department of Environment and Natural Resources 11/04/10
Cash Receipts Batch Details
Divison of Water Quality
Page #: 1
Date: 1 1/04110 Name: Olita Boone Batch Number: PR2010110401
BatchTotal: $1,310.00
Processed Date Name Payor Amount Check Number
11/04/10 WQ0035089 - Csx Transportation Inc - Former CSXT - Rosindale AMEC Earth & Environmental, Inc $1,310.00 181612
Derailment Site
Payment Method Batch Totals # Batch Items
Check $1,310.00 1
Account # Company Center Account Description Account Total (for deposit)
435100095 1602 2341 Permit & SOC Application and Annual Fees $1,310.00
Grand Total (for deposit) $1,310.00

RECEIVED/DENUMN
AQUIFER. PROTECT101 SEC.
10 FMV -2. P11 2: 20
PAY * * * $1,310 DOLLARS 00 CENTS
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Goodrich, David
From:
Adkins, Matt [[e-mail]]
Sent:
Monday, February 28, 2011 8:13 AM
To:
Goodrich, David
Cc:
Roush, Kathleen A
Subject:
CSXT Non -Discharge Permit for Rosindale, NC
Mr. Goodrich,
AMEC has indicated that you are ready to issue the Groundwater Remediation Permit (W000035089) for the Rosindale
site. In order to do so, we understand that we will need to rescind the existing UIC permit. CSXT would like to move
forward with the Groundwater Remediation Permit and respectfully requests that the UIC Permit (W10600060) be
rescinded. If you have any questions regarding this matter, please contact me at [phone] or Kathy Roush of
AM EC at [phone] x138. Thank you.
-Matt
Matthew L. Adkins I CSX Transportation, Inc. I Manager Environmental Remediation 1 351 Thornton Road Suite 125 1 Lithia Springs, GA 30122 1
770.819.2849 1904.245.2273 - fax
This email transmission and any accompanying attachments may contain CSX privileged and
confidential information intended only for the use of the intended addressee. Any dissemination,
distribution, copying or action taken in reliance on the contents of this email by anyone other than the
intended recipient is strictly ,prohibited. If you have received this email in error please immediately delete
it and notify sender at the above CSX email address. Sender and CSX accept no liability for any damage
caused directly or indirectly by receipt of this email.

Goodrich, David
From:
Bennett, Jay [e-mail]]
Sent:
Monday, February 21, 2011 8:45 AM
To:
Goodrich, David
Cc:
Roush, Kathy A
Subject:
RE: Authorization to Rescind CSX's Existing UIC Injection Permit
Hi David -
Thanks for your note. I have been out sick for a few days, so things have been backing up. We are in contact
with CSX about the permit. SO will be in touch early this week with a note from them.
Thanks again -
jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]
Cell: 919.819.2750
mailto:iay.bennett @amec.com
visit our website
www.amec.com
From: Goodrich, David[mailto:david.goodrich @ncdenr.govl
Sent: Tuesday, February 15, 2011 1:39 PM
To: Bennett, Jay
Subject: Authorization to Rescind CSX's Existing UIC Injection Permit
HiJay-
I have discussed the rescission of the existing UIC Permit (W10600060) with the manager of our program, and we will
need a letter or an email from the Permittee, whom I would imagine would be Mr. Matt Adkins of CSX, requesting the
rescission by name.
The rescission of the permit will be officially enacted (explicitly addressed) in the forthcoming Groundwater Remediation
permit (WQ0035089) which I am now working on.
Please let me know if you are planning to go through with appling for an injection permit to inject tracer substances in a
pilot study, as I am rapidly closing on finishing the permit as it now stands.
Thank you for your ongoing assistance, and feel free to contact me with any questions or concerns.
David Goodrich

Aquifer Protection Section Central Office
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.
Its contents (including any attachments) may contain confidential andior privileged information.
If you are not an intended recipient you must not use, disclose, disseminate. copy or print its contents.
It you receive this e-mail in error, please notify the sender by reply e-mail and delete and destroy the message.

Goodrich, David
From: Goodrich, David
Sent: Tuesday, February 15, 2011 9:00 AM
To: 'Bennett, Jay'
Subject: RE: CSX Transportation Groundwater Remediation Permit WQ0035089
Jay,
Yet:. a formal application request would be needed to use a bromide tracer for injection at the site. This would involve
completing a UIC-51/5T application form, known as "Application for Permit to Construct and/or use a Well(s) for
Injection, Type 51 Wells — In Situ Groundwater Remediation/ Type 5T Wells — Tracer Injection".
David Goodrich
Aquifer Protection Section Central Office
From: Bennett, Jay Imailto:jay.bennett(-Oamec.coml
Sent: Monday, February 14, 2011 3:58 PM
To: Goodrich, David
Cc: Roush, Kathy A
Subject: RE: CSX Transportation Groundwater Remediation Permit WQ0035089
Hi David -
Thanks for the call today. As discussed and as you summarized below, we agreed to the following-
I- Resend existing UIC permit and issue the new GW Rem permit that will supersede the UIC permit.
Furthermore we will abandon idea of injection and recovery pilot test as discussed last week that
included haling in clean water for the injection pilot test.
2- Use new GW remediation permit that will allow installation of up to 90 injection wells. Final number
will depend on results of Pilot study.
3- Pilot study to fall under the new GW remediation permit where we will install up to 6 injection wells
and one recovery well, for now, to simulate the closed loop process. Addition of EOS and lactate to
occur under this permit using apparatus indicated in the GW Rem Permit application.
4- One thing we did not discuss, was using bromide tracer to follow and evaluate pore volume flushes in
the aquifer. I don't know if we need a formal request for this since the regs allow (as I recall) for non-
toxic tracers to be added for pilot studies etc. (let me know about this)
Thanks -
Jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]
Cell: 919.819.2750
mailto:iay.ben nett(cDamec.com
visit our website
www.amec.com

Goodrich, David
From:
Bennett, Jay [e-mail]]
Sent:
Monday, February 14, 2011 3:58 PM
To:
Goodrich, David
Cc:
Roush, Kathy A
Subject:
RE: CSX Transportation Groundwater Remediation Permit WQ0035089
Hi David -
Thanks for the call today. As discussed and as you summarized below, we agreed to the following-
1- Resend existing UIC permit and issue the new GW Rem permit that will supersede the UIC permit.
Furthermore we will abandon idea of injection and recovery pilot test as discussed last week that
included haling in clean water for the injection pilot test.
2- Use new GW remediation permit that will allow installation of up to 90 injection wells. Final number
will depend on results of Pilot study.
3- Pilot study to fall under the new GW remediation permit where we will install up to 6 injection wells
and one recovery well, for now, to simulate the closed loop process. Addition of EOS and lactate to
occur under this permit using apparatus indicated in the GW Rem Permit application.
4- One thing we did not discuss, was using bromide tracer to follow and evaluate pore volume flushes in
the aquifer. I don't know if we need a formal request for this since the regs allow (as I recall) for non-
toxic tracers to be added for pilot studies etc. (let me know about this)
Thanks -
Jay
Jay Bennett, PG, RSM
Senior Project Manager/Hydrogeologist
AMEC Earth & Environmental
2200 Gateway Centre Blvd., Suite 205
Morrisville, NC 27560
Phone: [phone] x102
Fax: [phone]
Cell: 919.819.2750
mailtoJay.bennett(Wamec.com
visit our website
www.ame:.com
From: Goodrich, David jmaiIto: [e-mail]
Sent: Monday, February 14, 2011 2:52 PM
To: Bennett, Jay
Subject: CSX Transportation Groundwater Remediation Permit WQ0035089
Jay,
I am sending you this email to clarify my understanding of the present situation, and of what CSX intends to do at the
subject site.

It is my understanding from our telephone conversation this afternoon that neither the 90 injection wells permitted
under Permit W10600060, nor the six extraction wells permitted under Permit WR0600058, have been installed yet at
the site.
I further understand that CSX would like to rescind existing Injection Permit W10600060, issued on September 30, 2010,
as this permit only allows for the injection of EOS and Sodium Lactate using "clean" water brought in from off -site. This
permit will be replaced with a permit to use only extracted, untreated ground water (taken from the contaminant plume
by extraction wells) as the mixture water instead of "clean" water. The "pilot test" that was initially planned to be
performed under the existing Injection Permit W10600060 using "clean" water will not be performed, and existing
Injection Permit W10600060 will be rescinded. The new Groundwater Remediation Permit (which will include
permission to use extracted, untreated groundwater for the injection of EOS and Sodium Lactate) will be issued shortly.
In order to keep our records clear, I would like you to send me a brief email confirming this understanding, and any
additional information you might include regarding the proposed remediation activities at the CSX site.
Thank you for your assistance!
David Goodrich
Aquifer Protection Section Central Office
The information contained in this e-mail is intended only for the individual or entity to whom it is addressed.
Ifs contents {including any attachmentsi may contain confidential and/or privileged information.
If you are not an intended recipient you must not use. disclose. disseminate. copy or print its contents
If you receive this e-mail in error. please notify the sender by reply e-mail and delete and destroy the message.

Application Reviewer:
Pr -Re ew w Conducted? Yes ❑ No
O.K. to Process? Yes ❑ No
If No, What Action Is Needed? ❑ Pre -Review Return
❑ Hold, Pending Receipt of Addinfo.:
Name/Affiliation of Person Contacted:
Date(s) of Contact: ❑ By Phone ❑ By E-Mail ❑ By Letter
Owner: FRI Existing ❑ Unknown Owner Type [M Non -Gov't (❑ Ind. or ® Org) ❑ Gov. -Municipal
Facility/Operation:
Regulated Activities:
❑ Gov. -County ❑ Gov. -State ❑ Gov. -Federal
'Proposed ❑ Existing ❑ Facility ❑ Operation
Application/Permit:
Fee Category: �ND Major (New $1090, Major Mod $325) ❑ ND Minor (New $675, Major Mod $205)
❑ Sewer Ext. ($400) ❑ SFR (New $50, Major Mod $15) ❑ Recycle ($300) ❑ Other
Permit Type: ❑ Sewer Ext. ❑ Collection System (O&M) ❑ Pump & Haul
❑ Surface Irrigation ❑ Surface Irrigation — SFR ❑ Reuse
/, ' .) 00
/ d ❑ High -Rate Infil. ❑ Recycle ❑ Infil./Evap. Lagoon ® GW Remediation (ND)
V fj r For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal ❑ Animal
❑ 503 ❑ 503 Exempt
Project Type: JP New ❑ Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.