NCS000189_COMPLIANCE_20111025

" —STORMWATER-DIVISION-CODING-SHEET---
PERMIT NO.
jvCS DDD l ��
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING INFO
❑ APPLICATION
1� COMPLIANCE
❑ OTHER
DOC DATE
❑ 2vtt ko 25
YYYYM M DD

Dumpor, Samir
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag
Flag Status:
Categories:
FYI
Hodge
Hodge, Al
Tuesday, October 25, 2011 8:38 AM
Adams, Amy; Bryant, J; Bullock, Robert; Dumpor, Samir; Edgerton, Thom; Hackney, Karen;
Hodge, Al; Jarman, Kristin; Moore, Bill; Scarbraugh, Anthony; Scheller, Roberto; Thorpe,
Roger; Vinson, Scott; Ward, Garcy
FW: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC
Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC.doc
Follow up
Flagged
Red Category
-----Original Message -----
From: Sullins, Coleen
Sent: Monday, October 24, 2011 5:16 PM
To: Hodge, Al; Matthews, Matt; Wakild, Chuck
Subject: FW: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC
fyi
Coleen H. Sullins, Director
Division of Water Quality
Phone: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties unless the content is exempt by statute or
other regulation.
----Original Message -----
From: Matthews, Dexter
Sent: Monday, October 24, 2011 4:57 PM
To: Sullins, Coleen
Subject: FW: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC
FYI
-----Original Message -----
From: Kees, Diana
Sent: Monday, October 24, 2011 2:48 PM
To: Barsness, Kari K; Freeman, Dee; Hardy, Cathy; Kees, Diana; Knight, David; Kritzer, Jamie;
Marlies, Jessica M.; Ozer, Trina S; Raimi, Daniel; Smith, Robin; Thompson, Mary P.; Wilder,
Manly; Akroyd, Cathy R; Akroyd, Cathy R; Culpepper, Linda; Matthews, Dexter
Subject: FW: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC

4
Diana Kees
Communications Director
N.C. Dept. of Environment and Natural Resources
1601 MSC, Raleigh, NC 27699-1601
[phone]; fax [phone]
ATTN: My telephone/FAX number will change as of 11/7/2011 to [phone].
Connect with us:
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.
-----Original Message -----
From: [e-mail][mailto:[e-mail]]
Sent: Monday, October 24, 2011 12:11 PM
To: [e-mail]; Kees, Diana
Cc: [e-mail]; [e-mail]; Harris-
[e-mail]
Subject: Fw: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth, NC
FYI
Contact Information: James Pinkney, [phone], [e-mail]
(ATLANTA - Oct. 24, 2011) The U.S. Environmental Protection Agency (EPA) announced today that
work is scheduled to start in early November 2011 on a cover system (a thin layer sand cap
over dioxin contaminated
sediment) in.a portion of Welch Creek at the Weyerhaeuser Superfund Alternative site in
Plymouth, NC. i
The current owner, Domtar Corporation, will perform the work with oversight by EPA and the
North Carolina Department of Environment and Natural Resources (NCDENR). EPA selected the
remedy after consultation with other federal and state agencies and consideration of public
comments. The work is expected to be completed by March 2012.
The purpose of the sand cap is to reduce the uptake of contaminants by fish and other aquatic
organisms. The sand cap along with natural recovery is expected to contribute to the
eventual lifting of the current fish consumption advisory for catfish and carp in Welch
Creek.
The sand cap will be installed on about one,mile of the creek bottom beginning just
downstream of the railroad trestle over the Creek.
The sand will be distributed from a barge operating in the creek. The sand will be installed
in several passes and will be approximately 2-4 inches thick. The barge will move along
cables installed across the creek in the work area. The cables will be marked with buoys
and/or lights and the cables will be removed once construction is complete.
Although access to Welch Creek is already somewhat limited from the Roanoke River, boaters
should expect to find silt curtains and heavy equipment prohibiting further access downstream
of the railroad trestle or upstream of the Main Street Bridge during the construction.
t

During construction, water quality will be monitored with turbidity meters and the chemical
testing of surface water samples. The pace of the work may be modified based upon the
monitoring results. In addition, there will be long term monitoring of the cap and
conditions in Welch Creek as part of the remedy.
The 2,400-acre Weyerhaeuser Company Plymouth Wood Treating Plant site is an active wood pulp
mill located near the confluence of Welch Creek and the Roanoke River in Plymouth, Martin
County, North Carolina. The site began operations under the Kieckhefer-Eddy Company in 1937,
was owned and operated by the Weyerhaeuser Company from 1957 until 2007, and is currently
owned and operated by Domtar Corporation.
The site is not listed on the National Priorities List (NPL), but is considered to be an NPL-
caliber site and is being addressed through the Superfund Alternative Approach. This approach
uses the same investigation and cleanup process and standards that are used for sites listed
on the NPL.
For more information about the Site, please visit:
http://www.epa.gov/region4/waste/npl/npinc/weyplync.htm
(See attached file: Work to Begin at Weyerhaeuser Superfund Alternative Site in Plymouth,
NC.doc)
James Pinkney, Jr.
Public Affairs Specialist
U.S. Environmental Protection Agency,
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
Region 4 Office of External Affairs
3

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Stormwater Analysis Tracking.xls
CL11
CL11
BOD
COD
ph
TSS
Rainfall
Tier I Needed
Tier I Complete
Tier II Needed
Tier II Complete
30
120
6-9
100
3/3/2010
187
9/3/2010
116
9/27/2010
191
10/14/2010
269
12/10/2010
12/16/2010
452
1 / 10/2011
1 /18/2011
0
2/1 /2011
3/10/2011
5
48
8
3/27/2011
3.5
25
6.7
39
0.61
4/5/2011
8.4
81
6/27/2011.
6.8
364sx-:
7/6/2011
7
7.1
32
8/23/2011
3
24
8.3
73
9/22/2011
4.4
38
149X1M
90
0.87
11/29/2011
2
46
8.82'r2!)
0.36
12/27/2011
5
91
8.9
'' QUK,,`
1/11/2012
6
48
92 sn
3fi5'
0.88
2/5/2012
1
18
7.9
6
0.82
3/24/2012
" 5
24
8.5
185s
1.6 _
5/9/2012
7
15
8.1
107
2.05
6/25/2012
2.6
<20
7.9
21
1.2
7/21/2012
3
21
9.2
345' '
1
8/10/2012
3
<20
7.8
14
0.97
9/3/2012
3
22
7.6
46
0.87
10/8/2012
9
42
7.6
129
0.39

Dumpor, Samir
From: Dumpor, Samir
Sent: Thursday, March 10, 2011 10:41 AM
To: 'Cahoon, Kari'
Subject: RE: Stormwater Question
Kari,
Based on limited information about your mitigation efforts, I can only tell you to continue by Tier Two response
guidelines, meaning that monthly monitoring shall continue until three consecutive sample results are bellow the
benchmark values. If no discharge occurs during the sampling period, the permitee is required to submit a monthly
monitoring report indicating "No Flow".
Thanks
Samir
From: Cahoon, Karl [mailto:Kari.Cahoon(a)domtar.coml
Sent: Friday, March 04, 2011 1:34 PM
To: Dumpor, Samir
Cc: Hardison, Diane
Subject: Stormwater Question
Hi Samir.
We have been monitoring three outfalls that are tier II status. We have been trying to collect samples
from two of the three outfalls during rain events for the last three months and have not had flow due
to the mitigation efforts in place. At what point will these outfalls no longer be classified as tier II if we
can't collect a sample?

Dumpor, Samir
From: Boone, Tamika [[e-mail]]
Sent: Thursday, September 30, 2010 11:35 AM
To: Dumpor, Samir; Hodge, Al
Cc: Hardison, Diane; Barnes, Alan, McCray, Delores; Morris, Bill; Wynne, Don
Subject: Domtar-Plymouth - Stormwater Overflow Notice
Attachments: mage001.gif
Good Morning Samir,
This email is in follow up to the phone
conversation I had with Al earlier this
morning. As discussed, we have
observed stormwater overflowing the
bulkhead on the north side of our facility.
We were notified of this overflow
occurring at about 4:50 this morning. This
overflow is resulting from the heavy rains
we are currently experiencing. As of 8:30
this morning, we have recorded
approximately 11 inches since this rain
event began on 9/26. In anticipation of
overflowing the bulkhead, we collected
samples from the area yesterday and will
conduct analyses on them.
This stormwater runoff is from the back
side of our mill site and under normal
conditions, this stormwater is pumped to
our wastewater treatment system.
However, the pumping station cannot
handle the volume of rain we are currently
experiencing. As a result, the runoff has
collected along the bulkhead and is
overflowing along the entire length of it.
The bulkhead is approximately 200 yards
in length. We are unable to estimate the
quantity of overflow. As the rain
continues, it is possible that the river will
start overflowing onto our side of the
bulkhead as well.
Please let me know if you require any
additional information concerning this
notice. Thank you.
9hmika 43oone
(Dointar Paper Company, GGC'
Enmiromnenta( Engineer
(P.O. Box 747
4?fymout(, %C 27962
pone [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 20, 2010
Memorandum
To: Bradley Bennett, SPU Supervisor
Attn.: Brian Lowther, Environmental Engineer, SPU _
Thru: At Hodge - DWQ Washington Regional Office�up is
From: Samir Dumpor, , Environmental Engineer, WaRO
Re: Request to Remove Dioxin Sampling/Analysis Requirements from permit and Request for
Representative Outfall Status for Domtar Paper Company, LLC — Plymouth, North Carolina, NPDES
Stormwater Permit #NCS000189
Case Background
• July 24, 2009
DWQ issued a NPDES Stormwater Renewal permit # NCS000189 to
Domtar Paper Company, LLC located in Plymouth, Martin County,
North Carolina.
• March 9, 2010
Request for removal of Dioxin Sampling/Analyses requirement from
the NPDES permit, as well as Request for Representative Outfall
Status for two areas of the facility and removal of the requirement to
sample outfall due to sheet flow conditions.
• March 31, 2010
On March 31, 2010, Samir Dumper of the Washington Regional
Office conducted a facility inspection, together with Diane Hardison,
Tamika Boone and Alan Barnes of Domtar Paper Company, to
determine if request for removal of Dioxin Sampling/Analysis and
representative Outfall Status can be granted.
• August 11, 2010
The additional sampling for two complete monitoring periods
submitted, as well as soil sampling at the areas likely to be affected by
dioxin as requested.
Facility Inspection findings
Request to Remove Dioxin Sampling/Analysis Requirements from Permit.
At the time of Request to remove Dioxin Sampling, only one analytical sampling (for first six-month
monitoring period) was performed. Dioxin analyses results for the sampled outfalls were all bellow
detection levels, however we in the WaRO requested additional sampling (for second six-month
monitoring period) to be performed and evaluated for dioxin, as well as soil sampling at the location
where the dioxin could potentially be introduced to site due to flooding of Welch Creek. On August 11,
2010 the WaRO received completed second sampling results as well as soil samples at 4 locations. All of
North Carolina Division of Water Quality Internet: wo+v.ncwalcryu_lity
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAf native Action Employer— 50% RecycledI10% Post Consumer Paper
NorthCarolina
Naturally

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the stormwater outfalls samples came back with no dioxin detected, while one of the soil samples taken at
Winter Log Storage area came back with positive results. The positive dioxin level was extremely small
(0.704 ng/kg) and well below the method reporting limit but above the estimated detection limit
The WaRO recommends partial approval of the request for dioxin sampling removal from the NPDES
stormwater permit NCS000189. We believe that the dioxin sampling should be continued only at the
Winter Log Storage area.
Request for Representative Outfall Status for Outfall CL14.
Outfalls CL1 I, CL13 and CL14 are closely located to each other and service the Contractor Laydown
Area. This area of the facility does not have any raw materials or processes placed on it, hence the
biggest concern as far is analytical monitoring is TSS and pH. The drainage areas for outfalls CL13 and
CL14 is approximately same with the drainage area for outfall CL1 I being slightly larger. On my
recommendation, Ms Diane R. Hardison, the Environmental Manager of the Domtar Paper Company
agreed to have outfall CL11 as Representative Outfall instead of CL14 as requested.
At this time the WaRO believes that granting the Representative Outfall Status for Outfall CL11 would
not diminish the quality of data for these three areas, hence we recommend approval of the
Representative Outfall Status for Outfall CL11.
• Request for Representative Outfall Status for Outfall LF01.
Outfalls LFO1 and LF02discharge stormwater from two sedimentation ponds which collect runoff from
the closed, capped and vegetated No. 2 Landfill. Site visit confirmed that LFO1 on the east side of
Landfill No. 2 regularly discharges flow during moderate to heavy rain events, while the outfall LF02
located on west side of Landfill No. 2 rarely discharges Flow. Only excessive rain events of this winter
and spring caused discharge from LF02.
The WaRO concludes that granting the Representative Outfall Status to outfall LFO1 would be beneficial
to both parties, DWQ and Domtar Paper Company.
• Request to remove the requirement to sample outfall WRA from the permit due to sheet flow.
Conditions was retracted by the Domtar Staff due to facility inspection. Domtar collected samples
from this outfall during rain event in March of 2010.

Domtar Paper Company, LLC
Plymouth Mill
PO Box 747
Highway 149 North
Plymouth, NC 27962
^\
Tel ..[phone]
Domtar
September 13, 2010
Mr. Samir Dumper Hand Delivered
Division of Water Quality
NC Department of Environment and Natural Resources
943 Washington Square Mall
Washington, NC 27889
Subject: Location of Soil Samples for Dioxin Analyses
Donutar Paper Company, LLC - Plymouth, North Carolina
NPDES Storm water Permit # NCS000189
As requested, you will find five maps marked with the soil sample locations enclosed.
The first map is an overall site map that shows each area sampled. The name of each
outfall sampled has been highlighted and the location where each sample was obtained
has been marked in pink. The other four maps show each outfall individually. The areas
where the soil samples were obtained have been marked in pink on these maps as well.
If you have any questions or require any additional information pertaining to the
information provided, please contact me by phone, [phone] or by email,
tamika.booneQdomtarxorn.
Sincerely,
Tamika Boone
Environmental Engineer
www.domtar.com

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NORFOLK SOUTHERN RAILYARD 35'S I'47"N,
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NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Marcel Sylvestre
Director, Soil Remediation
Dormer, Inc.
395 de Maisonneuve Blvd. West
Montreal, QC H3A 1L6 Canada
Division of Coastal Management
James H. Gregson
Director
July 8, 2010
Dee Freeman
Secretary
SUBJECT: Proposed Site Remediation at Welch Creek, Martin County, North Carolina (DCM#20100026)
Dear Mr. Sylvestre:
In June the US Environmental Protection Agency (EPA) requested that Domtar initiate and complete
remediation work at Welch Creek. Your response (June 22, 2010) to the EPA included a solicitation that the
State of North Carolina reconsider its previous decision. Domtar requested an extension of time from
March 2, 2011 to April 1,.2011 for allowing in -water work.
This extension request by Domtar was forwarded by the North Carolina Division of Coastal Management
(DCM) to other State agencies that would have a regulatory interest. After careful coordination with these State
Agencies, DCM upholds our previous concurrence that in -water work will only be permissible from
October 1, 2010 to March 2, 2011: In that concurrence we also requested that remediation work be completed, if
possible, by February 15th to meet the offer of an earlier request by Domtar to have 137 working days available
for completing the remediation work.
Should you have any additional comments or questions, please contact me. Thank -you for your consideration of
North Carolina's Coastal Management Program.
Sincerely,
Doug Huggett
Manager, Major Permits and Consistency Unit
Cc: Stephen Rynas, Division of Coastal Management
David Moye, Division of Coastal Management
Maria Dunn, NC Wildlife Resources Commission
Anne Deaton, NC Division of Marine Fisheries
Nile Testerman, NC Division of Waste Management
AI Hodge, NC Division of water Quality
David M. Lekson, US Army Corps of Engineers
Randy Bryant, US Envimnmcntal Protection Agency
James L. Hutchens, KNIT North Carolina, Inc.
400 Commerce Ave., Morehead City, NC 28557-3421 One
Phone [phone] \ FAX: [phone] Internet: www.nccoastalmanaciement.net l�lo )/Carolliina
AnEqual Opportunity \ AMimative Action Employer Rurally'

Descriptions
of
Water Improvement Projects
Includine:
• Coal Pile Runoff
• Woodyard Drainage
• Area 8 & Fine Paper Drainage
• No. 1 Lift Station Replacement
• Main Office Parking Lot Drainage
• Pulp Mill Sewer Replacement
793- Bb93
�U MAR - 7 2000F�l
wl'
WASHINGTON REGIONAL OFFICE
MCI
Each project write-up has the following sections: Project
Description, Construction Schedule, Flow Rates.

Coal Pile Runoff
PROJECT DESCRIPTION
The drainage system in the coal yard will be modified to divert all
stormwater runoff away from Welch Creek. Currently, most of the rainfall
that enters the coal yard is directed to an existing stormwater pumping
station and pumped to the waste treatment system. Topography at the
southeast corner of the yard, however, allows some runoff to enter nearby
roadside ditches, which eventually flow into the creek. Existing earth
ditches within the coal yard are hard to maintain and frequently fill up with
silt and debris. Many of the culvert pipes associated with the earth ditches
are filled with dirt due to the flat slopes in the area.
Modifications to the existing drainage system include the following:
• Install new concrete -paved swale on the west side of the coal yard,
between the north -south roadway and conveyors, to collect and divert
runoff away from the conveyors
• Install new storm drain culverts and concrete -lined ditches to replace
ineffective earth ditch systems throughout the coal yard
• Install new culverts to replace existing damaged CMPs
• Regrade the southeast corner of the coal yard to prevent runoff from
leaving the site
CONSTRUCTION SCHEDULE
Construction can be executed while the mill is in operation. Once the
project is awarded, it is anticipated that the construction duration, from
award to project -turnover, will be twelve to fourteen weeks.
FLOW RATES
There are currently no wet processes within the coal yard, so average flow
rates in the coal yard are non-existent. The peak flow associated with the
25-year design storm is 16 CFS.

Woodyard Drainage Improvements
PROJECT DESCRIPTION
The purpose of this project is to divert stormwater runoff from outfall #008
to the Woodyard Ditch and to improve drainage on the west and north ends
of the woodyard. Four infrastructure modifications will be made to
accomplish this: 1) Install a new asphalt roadway to replace the existing
earth road (west side of chip piles), 2) Install new concrete -lined drainage
ditches parallel to the roadway that will flow into the Woodyard Ditch,
which flows to the waste treatment area, 3) Install new, raised, gravel
roadway north of the woodyard to allow maintenance vehicles to access the
fire pump house during periods of high water, and 4) Install new settling
sump and oil skimmer to collect runoff at the vehicle maintenance area.
Outfall 9008 will be eliminated as a result of these changes.
CONSTRUCTION SCHEDULE
Construction can be executed while the mill is in operation. Once the
project is awarded, it is anticipated that the construction duration, from
award to project -turnover, will be twenty-one weeks.
FLOW RATES
There are currently no wet processes within the woodyard, so average flow
rates in the woodyard are non-existent. The peak flow associated with the
25-year design storm is 17.7 CFS in the area to be modified.

Area 8 and Fine Paper Drainage Improvements
PROJECT DESCRIPTION
The purpose of this project is to eliminate stormwater runoff into the river
from the Area 8 and Fine Paper drainage area. Currently, two outfalls in the
region discharge into the Roanoke River. The outfall designations are 4005
and #007. A steel sheetpile wall will be installed along the riverfront. A
stormwater impoundment area will be constructed on the south side of the
wall. The impoundment will be sloped to drain to a new pumping station. A
simplex pump will be housed in the station and will be designed to
discharge to the Fine Paper Sewer. New yard inlets and underground storm
drains will be installed to reroute storm flows that currently drain to the
river. The new storm drains will be directed to the new pumping station.
CONSTRUCTION SCHEDULE
Construction can be executed while the mill is in operation. Once the
project is awarded, it is anticipated that the construction duration, from
award to project -turnover, will be thirty-four weeks. (12 weeks for
permitting + 22 weeks for construction). The 12-week permitting allowance
is for obtaining a dredge & fill permit for filling along the riverbank. It may
be possible for the contractor to start on other areas of the project, away
from the river, to shorten the duration of the project.
FLOW RATES
There are currently no wet processes within the area, so average flow rates
are non-existent. The peak flow associated with the 25-year design storm is
144 CFS. All stormwater runoff will be collected and impounded. The
simplex pumping station will slowly pump impounded flows to the Fine
Paper Sewer at a rate of 650 GPM.

No. 1 Lift Station Rebuild
PROJECT DESCRIPTION
The purpose of this project is to replace the existing No. 1 Lift Station with
a new lift station. The existing No. 1 lift station facility consists of a series
of earth (unlined) effluent ditches that discharge into an earth-and-sheetpile
basin. A platform with six vertical, mixed -flow pumps lift incoming flows
from the basin to the control pond in the waste treatment area.
Modifications to the existing facility include the following:
• Replace the existing unlined earth ditches with reinforced concrete pipes
• Install measuring devices (Parshall flumes) to measure each major
process sewer entering the system
• Install continuous monitors (pH & conductivity)
• Install a screening structure to screen out debris prior to entering the lift
station basin
• Replace the existing earth basin with a concrete -lined basin
• Install new sewer from the existing fiberline lift station basin to the new
No. 1 lift station basin. The new sewer shall be sized to accommodate
the existing fiberline, future de -inking facility and future fine paper
machine. The fiberline lift pumps are to be abandoned once the tie-in
sewer is installed and on-line.
• Install new tie-in for storm sewer from the main office parking lot and
future power and recovery process sewer.
• Replace the six mixed -flow pumps with new pumps designed to handle
the increased flow volumes
CONSTRUCTION SCHEDULE
Construction can be executed while the mill is in operation. Once the
project is awarded, it is anticipated that the construction duration, from
award to project -turnover, will be approximately thirty-nine weeks.
FLOW RATES
Continued on next page...

No. 1 Lift Station Rebuild
Continued...
FLOW RATES
Current process flows entering the No. 1 lift station average 39 million
gallons per day (MGD). 9.3 Pulp Mill Sewer + 10.9 Paperboard Sewer +
10.8 Fine Paper Sewer + 8.0 Bleach Sewer. Current maximum flows into
the lift station equal approximately 46 MGD. 11.2 Pulp Mill Sewer + 12.8
Paperboard + 14 Fine Paper Sewer + 8 Bleach Sewer. The new pump
station will be designed to handle maximum flows of 112 MGD. 12 Pulp
Mill + 12 Future Power & Recovery Sewer + 13 Paperboard + 8 Bleach +
16 Fine Paper + 28 Future Gravity Fiberline + 4 Future De -inking Facility
+ 19 Future Main Office Lot QZS Storm Flows. (All flows listed in MGD).

Main Office Parking Lot Drainage
PROJECT DESCRIPTION
The purpose of this project is to eliminate stormwater runoff into the river
from the Main Office parking lot and surrounding areas. The existing
asphalt -paved parking lot, which is currently sloped to drain into the river,
will be demolished, re -graded and re -paved. A series of new catch basins,
along with a new gravity sewer that discharges into the No. 1 lift station will
be installed. (The new gravity sewer to the No. 1 Lift Station does not
appear on the site maps yet).
CONSTRUCTION SCHEDULE
Construction can be executed while the mill is in operation. A temporary.
parking area will need to be constructed during demolition and
construction. Once the project is awarded, it is anticipated that the
construction duration, from award to project -turnover, will be twenty-two
weeks.
FLOW RATES
There are currently no wet processes within the parking lot, so average flow
rates are non-existent. The peak flow associated with the 25-year design
storm is 29 CFS.

Pulp Mill Sewer Replacement
This project will repair or replace as necessary, the Pulp Mill Sewer (the
mill's oldest sewer). The sewer is a concrete box culvert with a solid cover.
The original concrete walls were not coated. Over the years, the walls have
deteriorated. Approximately 1/3 of the sewer has been lined with acid brick
and mortar and is believed to be in good shape. The remaining 2/3 of the
sewer has not been inspected in years. Its structural integrity is in question.
Options to repair the sewer include lining the remaining 2/3 of the sewer
with acid brick and mortar or slip -lining portions of the sewer and acid -
bricking other sections. Slip -lining the entire sewer is not possible due to its
configuration and the number of tie-ins required. A replacement sewer is
also being studied. The concept is to install a parallel sewer next to the
existing sewer. The new sewer would be constructed of corrosion -resistant
materials. When complete, the existing sewer would tie into the new sewer
and the old sewer would be abandoned. This option would involve re-
routing many underground and aboveground lines that tie into the existing
sewer.
Finally, a new Power and Recovery Sewer is being studied. The re -built No.
1 Lift Station will be installed deep enough to accommodate a new gravity
sewer from the power and recovery area. This sewer could replace the Pulp
Mill Sewer or supplement it.
CONSTRUCTION SCHEDULE
Depending on the chosen option, construction may or may not be able to
occur during normal mill operations. If the option of lining the existing
sewer is chosen, the project would more than likely be executed during
shutdowns. It is possible to isolate certain sections of the sewer during
normal operations, but this approach would be riskier in terms of safety.
The duration of such work would be dependent on the approach taken. If the
option of installing a new sewer is selected, the project duration could
extend beyond one year.

Pulp Mill Sewer Replacement
Continued...
FLOW RATES
The current average daily flow rate in the Pulp Mill Sewer is 9.3 MGD.
Maximum flows equal 11.2 MGD.

UtIvlty-
ID ":
-- r'.�ActiI
. - �-`Descriptloo .'.
Orig
Dur
'_: Start'.-
-`Flnlsli ..
-
100
COAL PILE RUNOFF
70
07JUN99
10SEP99
110
WOODYARD DRAINAGE
105
O7JUN99
29OCT99
120
AREA 8 DRAINAGE
170
01NOV99
23JUN00
140
NO LIFT STATION
REPLACEMENT
195
26JUN00
23MAR01
130
MAIN OFFICE PARKING LOT
1 1101
22JAN01
I 22JUN01
PULP MILL SEWER
REPLACEMENT
agKt snn nwRff �--� FNre.l
aoZ".xa.n ennui 0 awl.•. Brt
R. o mum
21JUN02
COAL PILE RUNOFF 1 1 2 1 1 1
1 1 1
WO � DVAR DRAINAGE, 1 1 1 1
AREA DRAINAGE , Include k 12 we ,allo ancerfot obtaini g,pe its,.) I
I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I
N6.1: LIFT;SfATIdN RE PLACE ENI
I, I I I I I I I I I I vl 1 I I I I 1 I I 11 I I I I I
1 1 MAIN OFFICE IARKIN6 LOT
ULPF ILIAE WAR; R PCACEMny
WEYERHAEUSER
WATER IMPROVEMENT PROJECTS
CONSTRUCTION DURATIONS
BC&H

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PAPERBOAR➢ SEVER
FIBERLIE SEVER
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FINE PAPER SEVER
WELCH CREEK
WOODYARD ➢ITCH
➢RAINAGE AREAS & OUTFALLS
SEWER MAPPING PROJECT
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VERIFY
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lan kr I - X9.4 ' ♦ ♦ / / CMSTRURED AS r EESE AS PCS r M TUT
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iI 8.4fi / / / // (•ES NESTS 01S CRAZE AT SLAB LIKITS.
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BONS
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VEYOt PERS VERE DYED OSY LSING THE F[ILOV
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1 ON E FE IVZAv SrafpARM IN.ESS LrilE'RVISE I®D'IID
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Im 1 Im 0.9 v227
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4 - / / / Q-l- / %i�, 2 / ; ff, / i % '' REDsusED COE m STRLCNIES.
' ' ACI = SPECS FOR STRIJCI COICRESE FOR BUILDDCS.
A'' CRT] KC EhE)ED PRACTICE FOi PLACIIG REIN'6;C]H4 STEEL.
cz Rmssm STRLNcw
m sFER / // / b, •//� /,' 'J, / / :/' eIN a Mrs iAiEss iA3]CRE 30m P9
A.2 aRCpi➢RCn6 STEFl
i / i p ,+ " \ ➢ SNALL a DErcelEn BARS cvEv m ro
AAu, CRAZE Aa
c%0ELDED VIE FABRIC SHALL COEO N M ASM AB
MP/ NEV EARTH KRM / //' i " "f/' \\ i i P S ALL flPO3ED CDGEs R
WK S N FEED CQiIEMR ` EL 12O / it SS , �/ /%� n, i /ff, ��/ / / // i CMVLiP. UILSS IQrmmKRCTE SWLL NAVE )/1 p1C11 IS Kfi2E
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♦ Lf / / _{--_� i w ELtOS AN41 ECUD'IE]1} PADS IBIT d ORACi VRH EARTH
%11.4 X� X ,'/ //% r1 �_�\ / i, 7.ENJ01EDMMT AND
N KIBL.I.FNGTa POt REl
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PWLER IF AFTER RFORM Mn,,,
CIHIfCfE li O® iR
RET. VALL 4 �' _ __� vEATER of INcwTAcT rcr vIVTM rmAln
•5.44 1 LEGEND
I „{ / / �� {'� ;' ;%�%j/ /,/� �'�, J`•�,,{e.ti 1 I / Y\ ' 6r' PLANT CONTROL MONUMENT
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DWVM- TITS
CIVIL SITE PLANS
PARTIAL PLAN
A
VET(pINl1ALR M92Cr 16
50-97-2131
0°61mr TIME SEVER MAPPING PROJECT
COAL PILE RUNOFF
s
A
'�`
BL - K --- 16
131-S0-402
sCML
r A 3Y
APvmvAL DATE
10-02-98
mAYlw In
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n

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_
t+.ev c
x1.46 �� ____ ___________ nv
�•°' CLEAR, AND GRUB
ni n
EXISTING RIVER "�°•
DEMOLISH NO REM BANK (TYP.) LE I
��� CHAIN LINT EXISTING `TYPE A SVA
4EVDRAINAGE
ALONG ENTIRE /T\ / B 0.20 L SLOPE ^1
NEW F. G NEW OR BE INSTALLED
SWaLE. / \ / Scc n`:G 131-SO-003 'V � F
` -_- NEW FENCE E O BE INSTALLED C/L P.I.
BY SHEETP �E CGNTP.ACiG .I 5:37 �---________ rC/L Ri. i
C/L 5453 `- __ _ / N 513] NOTES
NEW CONCRETE AB N 5091 / 5350 -EXIST NO L;GHi ROLES AND GYERHEA
/ 6' CUF. V 5508 .] � - WERE SHILL BE DEHOL 4HcD AND R HG`JE ]. ' L CQlTRACTOR SHALL VERIFY TIE LOCAT
•�,+�.•'�� UAND TILITIES PRUR TO BEGUM
INNING ING WORK AN
SHALL IMMEDIATELY NOTIFY THE OWNERS
REPRESENTATIVE DF ANY DISCREPANCIES.
PROJECT HENCFlYJiK IS PLANi CWTRIIL
1 ` I MONUMENT 90-17 t COORDINATES
k6. ,.� / \ \ N65.
CCNTRACTGR MUST USE CARE GDURING
50, �i/6 P.!. •69 �\ NE`.' SHEE?ILE WITH CaP
lti LT/„ /FENCE.I CGNIRUCTIIN NOT TO DAMAGE THE
4J2 rl : 0 �\ i C:^AI:: L!NY.
i'55�\ OIL GRAVEL `-L.13a6 `•\\\\ SE.- D:'G !3I-SO-003 3 THE �APP ROXIMATE LOCATION OF THE NEW
N Go7o M 35 PERMIT NO, S 000 V SHEETPILCONTRACTOR SHALL INSTALL THE WALL
N tza. CONTRACT WALL IS SHOWN INN THEE
OUTFACE 007 WITHIN 5' 6 THE ACTUAL SHORELINE. E
X:S',•ID _� -- 150' R �. ILL 0 CH `
'c5530 s t?� 7E s art -v
nTl-
NV EL.
tio• - - �; Lnz . w. 4 . Y � ;ucaAau� ,, Gu] -.,� I � s I, NyN
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ti Ir1S N (,\ORM
COON+IN�NES
S I as ^ .Ne' a 1 GI3o aC 77 - is 6 4 r a
75
SOIL 6 GRAVEL AREA
6.39 2
`�\ `� • METAL i � 8 '!/� - ` �\� `� G JL 10 C
BUILDING ' /, - GR N _ - _
SI�) : aim` - �VCL _ _ • /' B
5.98 F.F.E.- 6.8404
( o
AMCVFL'
G SE // / ROAD ti. \ 625
6.4
UrLD
GRASS AREA �M
C
i 5. 4_4_x63! 6�j` /// ^ iy F.F{A�/✓GM SE ! `.
1 x 3� m Z 4.9g. HbUSE �\ r , . c LEGEND
y A%me x .40 xZ �`�`` I) DRAINAGE SVALE
zg SLOPE (3 HORIZ TO I VERTICAL)
f % M TAL BUILDING x G35 1 e \ `g EXISTING CONTOUR LINE
( REA 8 6.8 SOIL 6 Q2 (C ARCp m t - \ SDIL 8 GRiiV,€L AREA \ 6.83
FFE� 6.81' '. ..- // /// �; .3 x& 7 n '.' ••. -.L �� \\ x 691x 7.07 '
------- y — x \ - `\ \ x SPOT ELEVATION
t•ra 6.37 6.5 ^ //�/ x6 • _ - BLJR /J D.I.P. DUCTILE IRON PIPE
Ix BUILDING C.S. CARBON STEEL
' •/ [ 761. N ; PVC DI 694 RCP REINFORCED CONCRETE PIPE14
B
. •
SPHAL _ NO ' C T/B TOP OF BANK
1626 '
M.N. MAN
.. HOLE
.. - _ / CENTERLINE OF SVALE INVERT
C L N
�-
�,r e1 � ��iw55 P.I. POINT OF INTERSECTION
' � ��3' RETAIN NG �V
gg gg < OVG L011TS t N 16]0
S� 5Io PRELIMINARY
NOT FOR CONSTRUCTION
N¢ wrz 16 wlC
IT... must n nt dovrr d nt e¢ s KrwrcY We7erbeeatet rrtli GRADING & DRAINAGE SHEET 1 OF 2
!� R n {DII M
O
AREA 8 SHOPS DRAINAGE RE-ROUTE & orwwr •t vaa. Im i � rtv PROPOSED STORM PUMP STATION A
oO� N ellQ6 d 0O. M
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-
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50-97-2131
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4. PROPOSED TRAVELING BAR SCREEN SYSTE
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LEGEND
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MH
MANHOLE
P
PIPE INV, -15501
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�
SPOT ELEVATION
POWER POLE
24' DIA. METAL PIPES
GUY ANCHOR
• - /
-__—_____� _- /
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STORM DRAIN MANHOLE
NOTES:
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2. VERTICAL DATUM BASED ON MEAN SEA
..
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ELEV.-7.21' L
3.
4, CONTOUR INTERVAL IS 0.5 FEET.
LOCATION OR ROUTE OF UNDERGROUND STORM
DRAIN STRUCTURES.
7
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ROANOKE RIVER PROPOSED PARKING LOTEL: 10 EXISTING GROUND 2.0Y. MIN. SLOPE
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SECTION C-C
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ROOF DRAINAGE
NEV c
ROADWAY
EXISTING GROUND
EXISTING
FIRE EXISTING
MAXIMUM
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SECTI❑N B-B OVERFLOW i
SCALE, V = 10'-0'
SCALE- P = 10'-0'
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7 _
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X-NiR-SCOP��
PROPOSED STORM DRADAGE__o
PERMIT NO. NCS 000
❑UTFALL 006
0
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EL =10
EL.- 0
M.S.L. NOTES,-
1. ALL DIMENSIONS AND ELEVATIONS
ARE TO TOP BACK [IF CURB UNLESS
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2. STORM DRAINAGE OVERFLOW BASIN IS
NORMALLY 'DRY'. THE BASIN IS
DESIGNED TO DETAIN STORM FLOVS IN
EXCESS OF PUFF CAPACITY.
PUMP STATION IS DESIGNED TO DRAIN
BOTH UNDERGROUND PIPE NETWORK
AND BASIN
3. CARE SHALL BE TAKEN NOT TO DISTLRI
EXISTING PLANT CONTROL MONUMENTS.
A. INSTALL 5 LF. S NEV 12' RCP BETVE
EXISTING INLET 6 U-DRAIN SOUTH OF
ADMINISTRATION BUILDING AND NEV
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5. MATCH EXISTING PAVEMENT ELEVATION
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Dumpor, Samir
From: Dumpor, Samir
Sent: Wednesday, October 05, 2011 10:10 AM
To: 'Cahoon, Karl'
Subject: RE: Question Concerning Stormwater Sample Result
Kari,
I am OK with using this sample instead of collecting another one. I will print out this e-mail and put it in Domtar file. We
don't run into this problem very often, but considering Domtar's good compliance and cooperation history and
considering that you are way bellow benchmark value, we will accept this sample.
Thanks
Samir
From: Cahoon, Karl[mailto:Kari.Cahoon(cbdomtar.coml
Sent: Thursday, September 29, 2011 10:02 AM
To: Dumpor, Samir
Cc: Hardison, Diane
Subject: Question Concerning Stormwater Sample Result
Samir, when we ran our BOD on one of our stormwater samples it used up all of the DO except .12 mg/L. The procedure
says that you have to have at least 1.0 mg/L leftover or it's not a good sample. The BOD based on our sample was 8.26.
Since the benchmark is 100 and the result was 8.26, would it be alright to use this sample result or do you want us to
collect another sample and re -run it? Please advise. Thanks.
Kari Cahoon
Environmental Engineer
Domtar Paper Company LLC
Highway 149 North
PO Box 747
Plymouth, NC 27962
252-793-8163
kari. ca h oo n Owdomtar. c om
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