NCS000101_OTHER_20110919

STORMWATER DMSiON CODTNG-SHEET
PERMIT NO.
/\J (/"3 D 00 10
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING INFO
❑ APPLICATION
❑ COMPLIANCE
OTHER
DOC DATE
❑ _a o 11 09 1
YYYYMMDD

STORMWATER POLLUTION PREVENTION PLAN
Riegelwood Mill
Revised 09/19/2011
Page 1

DISTRIBUTION
The current version of the Stormwater Pollution Prevention Plan is maintained
on the S drive, under Environmental/Public/Manuals and Plans/Stormwater.
Page 2

TABLE OF CONTENTS
SECTION DESCRIPTION PAGE
TITLE PAGE
1
DISTRIBUTION
2
TABLE OF CONTENTS
3
RECORD OF CHANGES
4
I.
CERTIFICATION
8
II.
DEFINITIONS
9
III.
INTRODUCTION
10
IV.
STORMWATER POLLUTION PREVENTION TEAM
11
V.
IDENTIFICATION OF STORM WATER
13
DISCHARGE POINTS
VI.
IDENTIFICATION OF POTENTIAL CHEMICAL
20
SOURCES
VII.
TRAINING PROGRAM
23
VIII.
STORMWATER MANAGEMENT PLAN
26
APPENDIX A
-
28
DISCUSSION OF SIGNIFICANT ENVIRONMENTAL EVENTS
APPENDIX B
-
43
CERTIFICATION OF NON-STORMWATER DISCHARGES
APPENDIX C- 45
PREVENTATIVE MAINTENANCE AND GOOD HOUSEKEEPING
APPENDIX D - 47
MONITORING AND SAMPLING PLAN
APPENDIX E -
Page 3
51

RECORDS OF INSPECTION AND MAINTENANCE ACTIVITIES
APPENDIX F - 53
STORMWATER BASINS PLOT PLAN & USGS GENERAL LOCATION
MAP
APPENDIX G -
55
SAMPLE ANALYTICAL AND VISUAL MONITORING FORMS
Page 4

RECORD OF CHANGES
Revision
No. Section
and Date.
Revision 1 Title Page
03/30/1998 Location of Manuals
L Certification
Revision 2 Title Page
10/12/1999 Record of Changes
Location of Manuals
Table of Contents
L Certification
IV. Stormwater Pollution
Prevention Team
V. Identification of Stormwater
Discharge Points
VI. Identification of Potential
Chemical Exposure
M Training Program
Employee Training Syllabus
VIII. Facility Improvement Plan
IX_ Stormwater Management
Plan
Appendix A
Appendix C
Appendix D
Appendix E
Description Page
Revision Date 1
Revision 1 1
Revision 1 1
Revision Date
na
Revision 2
na
Title changes
na
Page numbers
na
Mill Manager name
1
Title changes
4,5
Inclusion of latitude/longitude
6-10
coordinates, updates to basin
descriptions
Inclusion of economic feasibility of
11
changing the methods of operations
and/or storage practices
Reference Environmental Manual
13,14
procedures and Contractor
Environmental Orientation
Inclusion of basin changes as noted
15-19
above
Planned BMPs
21
Exposure Reduction and BMP updates
22,23
Discussion of Significant 24
Environmental Events
Representative outfalls G and 0 26
changed to D and B (G now drains to
WWTS, B is more representative of
area); rainfall specification from the
state changed
Records of semiannual inspection and 28
maintenance activities are
incorporated by reference
Stormwater Basins Plot Plan updated 29
with outfalls marked
Page 5

Revision 3 Location of Manuals
06/09/2000 Table of Contents
L Certification
II. Definitions
M. Introduction
IV. Storm Water Pollution
Prevention Team
V. Identification of Storm Water
Discharge Points
VI. Identification of Potential
Chemical Exposure
VII, Training Program
(VIII) Former Facilities
Improvement Plan
VIII. Storm Water Management
Plan
Appendix A - Discussion of
Significant Environmental Events
Appendix C - Monitoring &
Sampling Plan
Appendix E - Storm Water Basins
Plot Plan & USGS General
Location Map
Appendix F - Sample Analytical
and Visual Monitoring Forms
Revision 4 Location of Manuals
08/15/00 Appendix A - Discussion of
Significant Environmental Events
Revision 5 Appendix A - Discussion of
01/31/01 Significant Environmental Events
Revision 6 Title Page
10/28/04
Title changes
Reference USGS map, page number
changes
Inclusion of certification statement
specified in permit
Correction of BOD5 definition
USGS quadrangle map incorporated
by reference
Title changes
Statement of no waste disposal
activity in basins
Inclusion of "black" liquor for Basin H
Correction of syllabus page reference
Removed facilities improvement plan
Update on installation of oil water
separators, changed from section IX
to VIR.
Inclusion of year
Outfalls to be sampled and procedure
updated; Cut-off concentrations
removed
Inclusion of USGS General Location
Map
Added appendix for sample
monitoring forms provided with
permit
Title Changes
Added two incidents occurring in July,
2000; removed incident from July,
1997
Added incident occurring in
December, 2000
Add revision date
Distribution changed from Distribution
controlled hard copies to
computer file of current version
Table of Contents Add Distribution, Table of Contents,
and Record of Changes to Table of
Contents
Record of Changes Document changes
Page 6
na
na
1
2
3
4
6
11
13
na
21
23
25
28
29
na
23
23
1
2
3
S-6

Entire Manual
Clerical corrections
ALL
Section IV - Stormwater Pollution
Update titles, responsibilities, and
10-11
Prevention Team
names
Section V — Identification of
Include current basin descriptions
12-17
Stormwater Discharge Points
Section VI — Identification of
Revise to reflect current conditions
18-20
Potential Chemical Exposure
and recent activities ?
Section VII — Training Program
Reference made to Section V of plan
23
Section VM — Stormwater
Updated to contain current practices
25-26
Management Plan
and conditions
Appendix A — Discussion of
Removed items over three years old,
27
Significant Environmental Events
included two incidents from 2002
Appendix B — Preventative
Removed non -current items
28
Maintenance and Good
Housekeeping
Appendix C — Monitoring and
Update procedures
29
Sampling Plan
Appendix E — Stormwater Basin
Update basin map
32
Plot Plan and USGS General
Location Map
Revision 7
Title page
New revision date
1
09/24/05
Record of Changes
Documents changes
6
Section IV — Stormwater
Update personnel
11
Pollution Prevention Team
Section V — Stormwater
Basin descriptions updated for Basins
12 - 16
Discharge Points
B, F, G,1&L, J, M, N, and O_
Section VI — Potential Chemical
Basin uses updated for C, E, G, M, N, O
18-19
Exposure
Section VIII - Stormwater
Exposure Reduction updated
25
Management Plan
Appendix A — Environmental
Incident 1 clarified
27
Events
Appendix C — Monitoring Plan
Reference to form location added
30
Revision 8
Title page
New revision date
1
10/05/05
Table of Contents
Update Page Numbers
3
Record of Changes
Documents changes
6
Section V — Stormwater
Introduction corrected
12
Discharge Points
Appendix C
Stormwater Discharge Calculations
29,31
Worksheet added, referenced
Revision 9
Title page
New version date f
1
8/18/2006
Table of Contents
Update page numbers
3
Record of Changes
Document changes
6
Section IV -Poll. Prev. Team
Update personnel changes
11
Section V-Discharge Points
Update basin descriptions
12-17
Page 7

Section VI -potential Chemical Update I and L descriptions, list recent 18, 20
Exposure
pollution prevention measures
Section VII-Training Program
Update training practices
21
Appendix A -Significant
Update
27
Environmental Events
Appendix B- Preventive Maint.
Add Basin Q, update maint. info
30
Appendix E-Maps
Add Basins A and Q ib map
33
Revision 9
Title page
New version date
1
8/28/2007
Table of Contents
Update page numbers
3
Record of Changes
Document changes
6
Section 1
Certification
8
Section V
Clarifv discharge qeneral description
12
Section V
Add Basin 1(one) description
18
Section VI
Add Basins 0 and 1(one)
19
Section VIII, 1
Add wetyard construction
26
Section VIII, 3
Clarifv samplinq description
27
Appendix A, 3
Add completion of project
30
Appendix C, Anaivt_ Monit.1
Update monitorinq description
32
Appendix C, Analvt. Monit. 4
Update analytical parameters
33
Appendix C. Visual Monit.
Update parameters
34
Revision
Title page
New version date
1
10 5/1/08
Table of Contents
Update page numbers
3
Record of Changes
Document changes
6
Section 1
Certification
8
Section V
Update descriptions, add Basin S
13-19
Section VI
Add Basin S
21
Appendix A
Add events
28
Appendix C
Update worksheet
32
Appendix E
Revise topographic map
35
Revision
Plan review, no revisions
11
needed
5/15/09
Revision 12,
Title page
New version date
3
12/29/10
Table of Contents Update page
numbers 6
Record of Changes Record
changes 8
Mill Stormwater Map Update
basin map
Revision 13,
3/24/11 Title page new version date 3
Table of contents Update page
numbers 6
Record of Changes Record
changes 8
Scan in Mgr certifications p 9,
10
Page 8

9/19/11 Title pageR
Table of Contents
Record of Changes
Section H
Section m
Section IV
Section V
New date
Update page nos.
Document revisions
Update legend
Clarify permit descr.
Update Poll. Prev. Tealp
Revise basin descr: General, G, H, I, L
Section VI Update chm. exposure: F, G, H,
Section VI Feasibility Study UPDATE: F. G, H 29-31
Section VI Pollution Precaution: C, D, F, G. H, I, L, R 31-33
Section VIII Update Stormwater Management Plan 40
Appendix C (4) Update description 46
Page 9
1
3
9
12
14
15
17, 20,
21,23
27-28

1. CERTIRCATION I certify under pei ialty of law that this dac Lemont and all
attactiments were prepared under my direction or supervision in arcardauce
with a system 4es1grcd W asitlr"e that qualified personnel property gather
and evaluate the information submitted. Smed nu m7 Inquiry of the pe—
ar parsons who manage the sptem,, or dwsc persons dire cEly rosponsible for
gathering the information. tthe information submitted is, to the 600 of rrry
knowledge and beh4 true, =cisrate, and carnplete. 1 am aware that there
are signlfirant penaldes for submitting false Wormation, including the
possibility of fines and imprisna ment for knowing, vtolat1ons.
The plan was dsvelaped in accordance with North Carolina General Stalute
143-2 15.1 and the Mernerandurn of Agmernent hetweeu North Carolina and
the US Enyiranmcntal Protection Agency dated December d, 19?53. Storm -
water discharges harry been tested For the presence of Tian-sivrnrwater
characteristics. 7tie results ofthose Lists are apart of this dacrmnent. The
identification of potential significant sources of non-stvrmwaner is also a part
of tlhls documerht.
Boyd Whitmire, MITI iManagcr Date
PuGnR
Page 10

4TOTMTWNTER POLIJI'rION PRIC, VENTION PLAv
DEVELOPMENT AND UNTPLEMENTAT TON
CERTIFICATION
RTIFIC;f' TION
i .ti'.i.. 1JiurSu+r[ i:�Lii;f:cr CJ:et:i7JY,-£lv,mlo0r!.* ��IcrE:F�,�;�. �EfKci., rJ�i�_
r•m:ili:y NjF=, ftTrE1C4ATjU_' ,:_ -'AI'r-P C%-
Ct7rY.il MirlrbnL NCS1?]_C'_
xstior. A',111mw &SL J CINR -.1ET !M. RT3
R1L;;17. tit nr �I }, YC 2943,-
"l.x-1if+•. ,u:dt: CmI.l!u: -2w. Ike: 0:: 5tzom,w:'.Ir- r.cfluti3j Pnrii VVV; urcemnL xrd ill .,.tii:'rvi;.,„E
were i71w__*a_!'tl pr.: rrslerncrtcd'-rx:rr-n',. Ir«nan Dr:iupuris> r U, 4L3r..,l_r.s a:i, a fyF.cmdr;;erwx,!u 4!1,; t
!441 q'JPI JC] P.—M ru,1 pi'Dpulti• gllh-r: rv:VVII-it1LC the lydCry-urnx.lvc.Lkw trl tt.,:5."FP R 4,,i rf,r ii, ruqiri o
I'C }:min cr r:uto.is :PhD rr a7:.pp -ht .•nYneil1, 6: thi;cn 1-tificA J,.rr7de rc:pa.- i`f.. •1rr 1irr.`. in&iqL iaic:1.
ih.' irfiu a )I r 1 WIhcTCd ix, it, 11-t Lc+l ?- my Ia1t"-h :>.: Ltd Ir ilk-tr-.w. amwam. rs[: LYNulx:cc'
"I Lvs:rf f qro: 11fr. h,cn Ov ,JLVnl. r-r.; rcu and rt1. nl :rf fix: (ecili;, '.;,talinr, u'.c _1c ..ii_ i' h::i (r 10
il;,.�71Crl:rd :b i(N::l'- Iml (:.{`_rt;+ 10"':!:ur, ir. with Ih= Ionit :a.dtxu,jdIG(,E 3t!hn PKwTnt':a'Cr CAt:'d
.ICi f_11C, •
' Jul a!r71rc-1fmj dim .r.'i lat-s:�yir_. ildboirn.'lipn. m b vanr li:c:kYS.ti}�I
wr {.ri;n x pl rwC TCIt ::RJ'>'rr:R wi z4 ationi.`
S3„e ia'emrdinN W I)fp-t Ll rjprtrlr)r t rKpict.0icntsj Old —rtrn flria CCr lirication. Jxr MY1 SIi,AT) TI12
3T�1lti_\iKi' i TEEt J'IL)LjL 1-r0?[ rRi{1rV7'1011, i' 4 z'kY %7T ii THE C s KT1 u1 C1rlt 1 i tfv.
S &rn-ire 6irG^ .r ` -Tf: _-•C_� F_ Lof
_ '��.>�J.� � _ •y� F' .. � - `��J`�•� 1= •� F- .r- i.r rA;r�_1r ! f=',,1f-y, .• K
:r_•lf 7'i'R"nary :: If P1 tcl.lA;r;A, Jt+:"'e
%V.Ill erijgum� :^h
Page 11

H. DEFINITIONS
ki
BMP Best Management Practices
BODS Biochemical Oxygen Demand, tested for five days
COD Chemical Oxygen Demand
ERT Emergency Response Team maintained
by International Paper Company
IP International Paper Company
NPDES National Pollution Discharge Elimination System
SPCC Spill Prevention Countermeasures and Control
SPRP Spill Prevention Response Plan
SWPPP Storm Water Pollution Prevention Plan
Page 12

M. INTRODUCTION
North Carolina Permit No. NCS000101 requires this Stormwater Pollution
Prevention Plan to be an active document during the coverage of the permit.
The International Paper Company site which is covered by this Plan is located in
Riegelwood, NC, at 865 John L. Riegel Road off HWY 87, south of the Cape Fear
River and adjacent to Livingston Creek. International Paper discharges treated
effluent from its wastewater treatment facility into the Cape Fear River under
NPDES Permit No. NC0003298. A USGS quadrangle map showing the location
of the facility in relation to transportation routes and surface waters is located
in Appendix E.
The majority of the stormwater which comes into contact with industrial
processes is routed to the wastewater treatment system. A network of
treatment ponds and effluent discharge structures limit the influence of
stormwater on the performance of the WWTS. Discharges are regulated by the
NPDES permit and are monitored continuously. Stormwater routed to this
system is not discussed in this plan.
The limited areas of industrial activity exposed to rainwater discharging to
either the Cape Fear River or Livingston Creek are the subject of this plan and
are covered by the permit.
Page 14

IV. STORMWATER POLLUTION PREVENTION TEAM
A separate Spill Prevention and Response Plan (SPRP) is not needed in the
SWPPP because there is no uncontained chemical storage in stormwater basins.
There is a separate SPRP section in the mill Spill Prevention Control and
Countermeasures (SPCC) Plan that addresses oil spill response. In addition,
there are numerous other manuals and plans in place that describe the
activities governing environmental management systems at the facility in
general and in stormwater basins in particular. Spill prevention and response
are collectively addressed by the: 1) the Operations Manual for Waterfront
Dock Transfers, 2) the Operations Manual for Oil Spill Response Plan, 3) the
Chemical Hygiene Plan, 4) the Spill Prevention Control and Countermeasures
(SPCC) Plan, 5) the Best Management Practices Plan for Spent Pulping Liquor,
Soap, and Turpentine Management, Spill Prevention, and Control, 6) the
Environmental Manual, and 7) the Stormwater Pollution Prevention Plan. These
plans specify procedures and instructions for achieving regulatory compliance.
This Stormwater Plan specifies individuals who would best be capable of
addressing problems and concerns in the stormwater basins. The pulpmill
foreman is the responsible party after hours and on weekends
The MILL MANAGER is responsible for providing resources for the working
team and designating responsible individuals as specified in this Plan.
Page 15

The ENVIRONMENTAL PERFORMANCE MANAGER is responsible for
coordinating improvements to facilities to allow for compliance with this plan
and the Stormwater Permit. He is also responsible for relaying the proper
methods used for stormwater management to the Mill Engineers. The
Environmental Performance Manager will be a member of the Audit/Inspection
Team.
The MAINTENANCE MANAGER is responsible for providing manpower support
for correction to facilities, for providing the necessary information to
maintenance personnel in stormwater housekeeping techniques, and for
requiring compliance with erosion and sediment control standards by all
contractors working with maintenance. The Maintenance Manager will be a
member of the Audit/Inspection Team.
The ENVIRONMENTAL COORDINATOR is responsible for implementing and
maintaining this Plan, for maintaining contact with NC-DEM, for remaining up-
to-date with any regulation changes related to stormwater discharges, for
smaintaining the documentation associated with stormwater control facilities,
for spill reporting, and for coordinating sampling. The Environmental
Coordinator will be a member of the Audit/Inspection Team and will
coordinate the periodic inspections.
Page 16

The SAFETY DIRECTOR is responsible for maintaining equipment for emergency
spill response, for conducting the emergency response, for providing Spill
Response Training for the Emergency Response Team, and is responsible for
contractors working at the milt_
TABLE IV.1. STORMWATER POLLUTION PREVENTION TEAM PERSONNEL
The following personnel were in the positions described above at the time of
the issue of this Plan.
MILL MANAGER
ENVIRONMENTAL PERFORMANCE MANAGER
MAINTENANCE MANAGER
ENVIRONMENTAL COORDINATOR
SAFETY MANAGER
Page 17
Floyd Whitmire
E. J. Kreul
Mike Closson
W. H. Coverdale
Robert Wetherington

V. IDENTIFICATION OF STORM WATER DISCHARGE POINTS.
The site is divided into 19 specific storm water drainage areas associated with
industrial activities. These drainage points are limited to those not treated
through the WWTS. No pesticides, soil conditioners, or fertilizers are stored or
used in the stormwater basins at the mill. No off -site drainages combine with
stormwater runoff from these basins. No waste disposal activity takes place
within the stormwater drainage areas. There are no dust control processes in
stormwater basins. A USGS General Location Map and a Stormwater Basins
Map are located in Appendix F. When additional discharge channels are found
during stormwater inspections or at other times, these potential discharge
locations are corrected. Any additional discharge points that develop are
considered monitoring points and are sampled for qualitative observation if
the flow is strong enough.
1) Basin A
Basin A is located north northeast of the mill at 34" 21' 25" N and 78'0 12' 38"
W. It covers about 4.24 acres of land that is all impervious. Oil barge
unloading is the only mill activity in Basin A. The area includes the oil
unloading pipeline and a mill access road. Runoff passes through drainage
channels under the fenceline, then is diffused by gravel and riprap as it sheets
to the Cape Fear River.
Page 18

2) Basin B Basin B is located north northeast of the mill at 340 21' 19" N
and 781 12' 32" W. It covers about 0.57 acres of land that is 60% impervious.
Stormwater is directed via a grassy swale, drainage pipes, and three culverts
through a collection basin, then on through the woods to the Cape Fear River.
The area consists of a firewater house, No. 5 cooling tower, chemical storage
and feed equipment for corrosion inhibitor in cooling water, electrical control
room C-94, and a mill access road. Chemicals are stored in non -corrosive tanks
within secondary containment. The containment drains to the mill WWTS.
Much of the area is riprapped and graveled.
3) Basin C
Basin C is located north of the mill at 340 21' 27" N and 780 12' 46" W. It
covers about 1.58 acres of land, of which 40% is impervious. Stormwater is
directed via a concrete culvert and a drainage pipe to an unnamed tributary of
the Cape Fear River. Industrial activities in this area are limited to transfer and
storage of raw wood chips, a wood chip truck dumper, and a mill access road.
Secondary containment around the truck dump hydraulic reservoir and the
hydraulic truck lift in Basin C ensures that any losses from the truck lift or
reservoir pump are prevented from flowing off -site.
4) Basin D
Basin D is located north of the mill, next to Basins C & E at 340 21' 27" N and
7811 12' 43" W. It covers about 0.37 acres of land that is approximately 24%
impervious. Stormwater is directed via a concrete culvert, a pipe and drainage
Page 19

channels to an unnamed tributary of the Cape Fear River. Industrial activity in
this area is limited to transfer and storage of raw wood chips, a firewater
house, and a mill access road.
5) Basin E
Basin E is located north of the mill, next to Basins C & D at 340 21' 25" N and
780 12' 48" W. It covers about 4.04 acres of land, of which 25% is impervious.
Stormwater is directed via pipe and drainage channels to the unnamed
tributary of Cape Fear River. Industrial activities in this area are limited to
transfer and storage of raw wood chips, a wood chip truck dumper, chip
screening, and a mill access road. Secondary containment surrounds the truck
dump hydraulic reservoir and the hydraulic truck lift. Runoff from the truck lift
and mill road passes through an oil/water separator (OWS) before discharge.
6) Basin F
Basin F is located north of the mill, next to Basin E at 340 21' 25"N and 780 12'
48"W, 34 21' 26" N and 78 12' 50" W, and 34 21' 26" N and 78 12' 51"W, It
covers about 0.48 acres of land and is approximately 46% impervious.
Industrial activities in this area are limited to a mill access road, an electrical
control room, and water storage. Runoff down the intake road flows along a
rocky channel with stone deflectors and is directed to the discharge point by a
paved diverter across the road. Runoff from the roadway around the potable
water tank is directed through an underground gravel French drain to a pipe
Page 20

through the fence. Remaining runoff sheets across the ground and exits the
fenceline through a pipe. All runoff is directed via drainage channels to an
unnamed tributary of the Cape Fear River.
7) Basin G
Basin G is located north northwest of the mill at 340 21' 25" N and 781 12, 53"
W. It covers about 1.12 acres of land, of which approximately 20% is
impervious. Basin G stormwater is directed via pipes and drainage channels to
an unnamed tributary of the Cape Fear River. The west fenceline has 3 outfalls
that drain over gravel and through pipes. Industrial activities in this area are
limited to transfer of raw wood chips, maintenance material storage, mill access
roads, and rail lines. The water treatment plant is adjacent to Basin G. Runoff
from the mill road and rail area collects in a small collection basin, then runs
through an oil/water separator and exits the mill through a concrete pipe.
Secondary containment surrounds the truck dump hydraulic reservoir, the
hydraulic truck lift, and the railcar hydraulic reservoir. These three
containments drain via u-drain into the mill 1NWTS.
8) Basin H
Basin H is located west of the mill at 341 21' 25" N and 781 12' 53" W. It covers
about 0.78 acres of land that is graveled and impervious. Stormwater is
directed via drainage channels and a riprapped pipe to an unnamed tributary
Page 21

of the Cape Fear River. Industrial activities in this area include rail lines for
incoming raw wood chips and a mill access road.
9) Basin I
Basin I is located south of the mill, next to Basin L at 341 20' 55" N and 780 12,
54" W. The area covers about 1.67 acres of land that is paved and is
impervious. Stormwater in one section flows into a concrete catch basin and
pipe, and the remainder sheets across the surface and through a slotted
concrete diffusion baffle. Runoff from both areas combines to run across a
grassy area to a second catch basin, then exits through a steel pipe to a
collection pond. This pond drains via a concrete pipe under the road, then
travels along to an unnamed tributary of Livingston Creek, and eventually to
the Cape Fear River. Industrial activities in this area are limited to parking for
trailers and trucks transporting finished products, and a rail line for some mill
process areas.
10) Basin J
Basin J is located southwest of the mill at 340 21' 03" N and 780 12' 56" W. It
covers about 1.77 acres of land, all of which is graveled and impervious.
Stormwater is directed, on the west side by a retaining berm and on the east by
a collection pond, through channels and drainpipes to an underground pipe
that resurfaces and allows flow to meander through a wooded area. From
there stormwater passes through concrete pipes and two collection ponds to
Page 22

an unnamed tributary of Livingston Creek, and from there, eventually to the
Cape Fear River. Industrial activities in this area are limited to a truck weighing
station, rail lines for incoming wood chips and logs, railcar repair, and mill
access roads.
11) Basin K
Basin K is located south of the mill, next to Basin P at 341 20' 40" N and 781
13' 05" W_ It covers about 1.40 acres of land, and all is impervious.
Stormwater is directed via a riprapped Swale and a pipe to a small collection
area. Overflow passes through a pipe under the passtracks to an unnamed
tributary of Livingston Creek and eventually to the Cape Fear River. The area
consists of an access road for utilities and the rail passtracks.
12) Basin L
Basin L is located south of the mill, next to Basin I at 340 20' 54" N and 780 12'
48" W. The area covers approximately 2 acres of land, which is covered with
geotextile and graveled, and is impervious. Stormwater is directed via a catch
basin and concrete culvert to a collection pond, which overflows south via a
pipe under the road to an unnamed tributary of Livingston Creek and
eventually to the Cape Fear River. Industrial activity in this area is limited to
parking for trailers transporting finished products.
13) Basin M
Page 23

Basin M is located east northeast of the mill at 340 21' 11" N and 780 12' 27" W.
It covers about 1.36 acres of land that is all impervious. Basin M includes mill
roads, a firehouse, and a contained methanol storage tank. The Basin M outfall
flows into the Ravine, through a meandering stream, and on to the Cape Fear
River. Outfall 2 runoff is now ditched to the WTS.
14) Basin N
Basin N is located north northeast of the mill, next to Basins B & O at 340 21,
21" N and 780 12' 33" W. It covers about 0.15 acres of land and is all graveled
and impervious. Basin N includes access to the north end of No. 3 cooling
tower and chemical storage and feed equipment for cooling tower biocides.
Cooling water process chemicals are stored in non -corrosive containers in
secondary containment that drains to the WWTS. Basin N runoff drains via a
concrete drainage channel and a pipe and runs through the woods to the Cape
Fear River.
1S) Basin O
Basin O is located north northeast of the mill, next to Basins B & N at 341) 20,
26" N and 780 12' 33" W. It covers about 0.10 acres of land, all of which is
graveled and impervious. Industrial activities in this area are limited to access
to the south end of No. 3 cooling tower and chemical storage and feed
equipment for biocides and corrosion inhibitor. Cooling water process
chemicals are stored in non -corrosive containers in secondary containment that
Page 24

drains to the WWTS. Basin O runoff drains via a concrete drainage channel and
a pipe, and runs through the woods to the Cape Fear River.
16) Basin P is located south of the mill, next to Basin K at 341 21' 46" N
and 780 12' 02" W. It covers about 3.20 acres of land that is graveled and
impervious. Industrial activities in this area are limited to construction
equipment storage, truck and trailer parking, and office trailers. Stormwater
directed via a catch basin, pipes, and riprapped drainage, channel. Channelized
runoff and pond overflow pass under the passtracks via a pipe to an unnamed
tributary of Livingston Creek and eventually to the Cape Fear River.
17) Basin Q
Basin Q is located north of the mill, past Basin E at 340 21' 29" N and 780 12'
42" W. It covers about 0.72 acres of land on the Cape Fear River and is
approximately 50% impervious. The mill water intake and mill road are in Basin
Q. Stormwater is directed through two discharge pipes and channels through
the woods to the Cape Fear River.
18) Basin R
Basin R is located south of the mill, west of the mill road next to Basin S, at 34
20' 46" N and 78 13' 22" W. It covers 13.57 acres of land and is impervious.
Stormwater sheets over gravel from the NE corner and follows meandering
streams through two- sections of woods and a grassy swale before joining an
Page 25

unnamed tributary of Livingston Creek, and eventually, the Cape Fear River.
Industrial activity in this area is limited to parking for trailers transporting
finished products.
19) Basin S
Basin S is located south of Basin R on •the mill road, in the west one-third of
the contractor parking lot at 34 20' 62" N and 78 13' 35" W. Basin S covers
approximately 1.95 acres and is impervious. Stormwater sheets over gravel to
the south fenceline and is channeled through a rock filter into a sedimentation
basin outside the fence. Water from the NW corner of the basin drains into a
grassy channel that adjoins the sedimentation basin. Overflow from the pond
flows through the woods via a meandering stream, then is directed east via
concrete pipes under several roads, then on to an unnamed tributary of
Livingston Creek and eventually to the Cape Fear River. Industrial activity in
this area is limited to staging for trailers transporting logs, and wood chips.
20)
Basin 1 was temporarily named as a mill stormwater basin. A separate Stormwater
permit application now designates this basin as an enclosed system operating
independently from the mill NPDES permit.
Page 26

The truck parking area, or "staging area", located between Basins I and P is
excluded from "industrial activity", as specified in the mill's stormwater
discharge permit. This area is located on plant lands separated from the plant's
industrial activities and is considered a parking area for trucks. The drainage is
not mixed with storm water drained from the above described areas;
consequently, the term excludes this area from coverage under the permit.
Page 27

VI. IDENTIFICATION OF POTENTIAL CHEMICAL EXPOSURE
1) Basin A
- Oil pipeline to dock
2) Basin B
- Biocide chemicals stored in non -corrosive tanks inside
containment, process water
3) Basin C
- Wood chips. Hydraulic oil at chip dump has containment.
4) Basin D
- Wood chips
5) Basin E
- Wood chips. Hydraulic oil at chip dump has containment
6) Basin F
- Process water
7) Basin G
- Wood chips. Hydraulic oil at chip dumps has containment that is
connected to WWTS via u-drain
8) Basin H
- Wood chip railcars.
9) Basin I
- None
10) Basin J
Page 28

Railcars containing wood chips, logs, and process byproducts
11) Basin K
Natural gas utility line.
l
12) Basin L
None
13) Basin M
- Methanol tank (within containment).
14) Basin N
- Biocide chemicals stored in non -corrosive tanks within secondary
containment draining to WWTS, process water.
15) Basin O
- Biocide chemicals stored in non -corrosive tanks within secondary
containment draining to WWTS, process water.
16) Basin P
- None
17) Basin Q °
Backwash from process water treatment.
18) Basin R
None
18) Basin S
Trailers of chips
19) Basin 1
n/a - removed from plan
Page 29

POLLUTION PREVENTION MEASURES (2000 and earlier)
To reduce the potential exposure of materials and processes to storm water,
the technical and economic feasibility of changing the methods of operations
and/or storage practices is evaluated periodically. Evaluation led to the
subsequent relocation of biocide stored in Basins N and O. The biocide is now
located in secondary containment which drains to the wastewater treatment
system. The evaluation also led to installation of a french drain in Basin A, the
relocation of the day oil tanks at the diesel tank, and the installation of a
cement pad, drain and sump at the diesel tank in the woodyard. Recent
evaluations led to a decision to place an oil water separator and sump within
Basins F and G. A containment was built around a second oil storage area by
the gasoline garage. A u-drain with an in -line oil/water separator now catches
runoff from both the heavy equipment garage and the gasoline garage and
diverts it to the WWTS. Consequently the garage area, including liquid cleaner
storage, has been removed from stormwater basin J.
Also, in the later part of 1999 oil water separators were installed prior to the
outfall pipes at Basin G and Basin E. These separators were installed as
preventative measures to ensure oil and grease within the basins do not
discharge through the storm water outfalls. The separators are preceded by
collection sumps and screens to direct flow to the OWS inlet and to remove
debris (bark, fiber, dirt) collected in these basins.
POLLUTION PREVENTION MEASURES (2001 -2004)
Page 30

Stormwater area evaluations led to installation in 2004 of secondary
containments around hydraulic chip dumps in areas C, E, and G. A U-drain to
the WWTS now catches runoff from the rail and the truck chip dumps in area G,
1
removing them from stormwater area G. The areas of Basin J from the
woodyard office west and north to the cooling tower at #6 evaporators, and
south to the the diesel fuel tank area have been captured with ditching and
piping to the WWTS, removing those areas from stormwater basins. Also in
2004, the black liquor pond adjacent to area H was permanently removed from
service.
POLLUTION PREVENTION MEASURES (2005-2007)
Persistent drainage issues arose after the installation of perimeter fencing in
2005. Erosion issues under the new fenceline in Basins F and G were addressed
by installing small flex hoses under the fenceline in strategic locations to
control flow and erosion. Per instructions from NCDENR, these pipes are
identified by signage and sampled as outfalls G-1-14 and F-1-3. Additionally,
the new fenceline at Basin C was relocated to allow sampling at the outfall
culvert.
New stormwater signage was erected millwide for employee and contractor
education in 2005. Signs mark boundaries of basins as well as outfalls. In
2006, diversions were constructed in Basin F to correct stormwater flow to the
designated outfall. Also, a beaver dam was removed from the outlet pipe to
Livingston Creek, restoring proper drainage from Basins J, I, and L.
Page 31

POLLUTION PREVENTION MEASURES (2008-2010)
Basin M Outfall 2 runoff is now ditched to the WTS. The drainpipe for the
Basin M outfall 2 was permanently plugged and the ditch on the north side of
the road was filled to minimize flow of stormwater toward the river. In
addition, the ditch on the south side of the road was improved, and the
roadbed was raised and regraded to facilitate drainage to the pond adjacent to
the North Basin. Runoff from the new mill landfill cell also flows into this ditch
and on to the WWTS.
The collection pond at Basin B was cleaned out to remove accumulated
sediment and the north bank of the pond was seeded to discourage erosion.
Basins N and O were regraded and regraveled to keep flow directed to
permitted outfalls. Between Basins K and P, the riprapped area along the Swale
was extended and a drainpipe was installed under the roadbed. Grading was
corrected near Basin A, and rock was installed to stabilize the surface. In Basin
F a gravel French drain was installed from the roadway at the potable water
tank to the fenceline to channel flow and control erosion. Also, material
storage was removed from Basin F as a mill activity.
Page 32

VII. TRAINING PROGRAM
Training will be coordinated by the Riegelwood Operations Human Resources
Department. Training will be conducted annually via computer -based training
(CBT). Employees in the following departments/areas must complete the
training annually: EHS, Maintenance, Power, Recovery, PSD, Technical, Filter
Plant, Woodyard.
Employee Training
Maintenance and production supervisors and foremen are on hand around the
clock and are instructed on the elements of this plan. Instruction addresses
topics such as spill response, good housekeeping and materials management
practices. The employee training syllabus is found on page 23. In addition to
the annual CBT training, signage is posted marking the boundaries of
stormwater basins and describing activities prohibited in the basins.
Additional signs indicate the exact locations of stormwater outfalls. All new
mill employees and contractors receive environmental management system
training related to chemical release prevention and emergency procedures.
Best Management Practices from the Environmental Manual that are included
in the training include the following environmental procedures:
o Ep5.2-2a, Emergency Chemical Release and Spill Management,
a Ep5.2-2b, Non -emergency Chemical Release and Spill Management,
o Ep5.2-2f, Report for Chemical Release or Spill, and
Page 33

o EP5.2-3d, Cleanup procedures for Small Oil Spills and Proper Handling of
Oily Materials.
Contractor Training
Contractors will be instructed in our requirements for pollution prevention
through careful chemical handling and quick clean-up response. They will be
instructed as to which operations may or may not be accomplished in potential
stormwater contact areas described in Section V. New contractors will receive
this training as part of their contractor orientation prior to entry on the mill
site. For established contractors, refresher instruction will be conducted
periodically with the award of new contracts. Every contractor with earth
moving potential or chemical operations potential will be covered with this
training.
EMPLOYEE TRAINING SYLLABUS
STORM WATER POLLUTION PREVENTION
Training includes:
a) International Paper Company's legal and ethical requirement to maintain a
Stormwater Permit for discharges outside of its wastewater treatment
boundaries.
a) Section V of the Stormwater Plan, Identification of Stormwater Discharge
Points.
Page 34

b) Activities banned from storm water outfall areas. Any variances must be
approved by Environmental staff, and appropriate precautions must be in
place in writing before the change is implemented. Any exceptions must be
accompanied by strict, appropriate, written operating procedures. Typical
modification requirements are noted in parentheses.
- Painting
- Vehicle maintenance involving lube/hydraulic fluids,
- Vehicle parking/storage. The only exception is the fenced -off
contractor office area in Basin P. Vehicles stored there carry spill containment
materials at all times.
- Vehicle washing, except for water rinsing.
- Outdoor chemical storage, unless adequate containment is provided as
in Basins B, N, and O
- Outdoor hazardous waste collection.
- Fuel stations unless the following standards are met:
a. Paved area which could capture drips and small spills.
b. Double containment of storage tanks.
c. Covered double containment of fueling areas.
c) Good housekeeping measures must be practiced. Equipment shall be
properly maintained and materials shall be correctly stored to eliminate a
possible contribution to storm water discharges.
Page 35

d) Chemicals and other materials which can contribute to stormwater
pollutants shall be stored in double -contained and covered
environments. These include but are not limited to: paint, oils, greases,
degreasers, and fuels.
e) All personnel shall respond to spills in an expeditious manner to prevent
the spread to storm water outfall areas. Notify Security (Extension 6222)
about any significant event. Generally, a significant event is considered a
spill of more than one gallon in a stormwater controlled area.
f) For earth moving activities, the Area Supervisor or Engineer shall be
responsible for assuring sediment and erosion control measures are in
place.
g) Any chemical to be used must be approved by the mill Environmental
and Safety staff using the "New Chemical Acceptance" forms and
procedures.
Page 36

VE9. STORM WATER MANAGEMENT PLAN
1) Feasibility Study for Exposure Reduction
A review of the technical and economic feasibility of changing the methods of
operations and /or storage practices to eliminate or reduce exposure of
materials and processes to stormwater is required. Industrial activities are
limited in stormwater areas and are removed from runoff areas whenever it is
feasible to do so. Precautions taken to minimize exposure are listed in this
section of the Plan, and are also detailed in the basin descriptions in Section V
of the Plan, and in the BMP descriptions in #3 of this section. Actions
accomplished to eliminate or reduce exposure to stormwater follow this
section.
Basins B, N, O: The mills main two cooling towers are located in Basins B, N,
and O. The mill is too congested to relocate these large structures away from
the mill perimeter; additionally, it is not economically feasible to change the
infrastructure that supports this operation. However, containment is provided
for the cooling towers and associated water treatment chemicals, and sump
pumps capture rainfall and any spillage and send it to the WWTS for treatment.
Basins C, D, E, G, H, J : In all these basins the main activity is transport,
unloading, transfer, and storage of wood chips. Due to the magnitude of chip
Page 37

handling and its extensive infrastructure it is not feasible to relocate this
activity or to completely eliminate exposure. The truck and rail dumpers and
pump motors in Basins C, E, and G contain large amounts of hydraulic oil, but
this exposure risk is contained and none of these containments discharge to
stormwater. Water treatment chemicals have been removed from Basin F,
minimizing potential pollutants. Basin G incorporates maintenance material
and equipment storage that presents very little exposure risk and has not been
relocated due to space and logistical constraints. The inactive black liquor
pipeline has been removed from Basins G and H, eliminating the potential for
exposure. Rail lines in Basins H and J deliver chips, and railcars containing
chemicals and byproducts pass through Basin J and I. Rail lines must pass
through stormwater areas to reach production areas; however, materials
contained in railcars are considered a low risk of stormwater contamination.
Basins A, I, L, R, S, K, P, M, and Q: Basin A includes the mill's riverfront dock.
The most efficient way to transport fuel oil to the mill is by barge, and it is not
economically feasible to remove this activity from the waterfront. Spill
containment equipment is stored at the dock. In Basins I, L, R, and S, exposure
risk is very low, being limited to stored trailers: some empty, some containing
finished product, and some containing logs or chips. Space and economic
constraints prevent complete removal of exposure. In Basin P, a laydown yard,
material and equipment storage also poses a very low risk, with most industrial
pollutants banned from the area. Basins K and M are mill roads. Basin K offers
Page 38

access to utilities and the railroad passtracks that pose little risk. The mill does
not own and cannot relocate this infrastructure that is critical to operations. In
Basin M the primary potential pollutant is the methanol tank. Methanol is
located outside the mill chemical area due to safety and space constraints, but
is adjacent to that area for operational reasons. Basin Q is the mill water
intake, which must be on the waterfront. This location is permitted and cannot
be relocated. The only possible pollutant is backwash from the water
treatment plant, which is captured in a pond and pumped back into the mill
water supply.
The following is a review of precautions taken to prevent material
exposure to stormwater:
-Basin A has been re -added to the SWPPP. The basin was previously
removed from the plan when drainage was routed to the WWTS.
However, recent evaluation shows that part of the basin continues to
drain to the Cape Fear River.
_-Fueling stations have been removed from the basins.
-Outdoor hazardous waste collection has been prohibited.
-Chemical storage, at Basins B, N, and O has been moved and now has
secondary containment leading to the wastewater treatment system.
-Secondary containment has been added around hydraulic units in Basins
C and F.
Page 39

-Material storage has been removed from Basin F.
-Secondary containment and drainage to the WWTS have been added at
hydraulic units in Basin G.
-Drainage has been improved in Basin M to accommodate newly created
runoff from landfill construction roads.
-The black liquor pond adjacent to Basin H was taken out of service.
-Runoff from the woodyard cooling tower and coalpile have been
rerouted to the WWTS, removing those areas from Basin J.
-In new construction Basin 1(one), the future wet yard, an enclosed
runoff recycling system has been constructed to keep this area separate
from the SWPPP. A separate permit now covers the wet yard.
-The unused black liquor line was removed from Basins G and H.
- Basin I was repaved.
-Basin L was regarded and partially paved.
-In Basins, C and D, the roadways were repaved, reducing erosion
potential.
-A rock filter was added in both Basins C and R.
-Chemical storage for water treatment was relocated outside Basin F.
z) Secondary Containment
Sumps and containment structures that do not drain directly to the WWTS are
pumped out as needed to the WWTS.
Page 40

3) Best Management Practices (BMP's)
Sedimentation basins are used at some locations to trap and prevent sediment
from being discharged from the site. Basins are inspected no less than two (2)
times. per year and cleaned as needed. All BMPs are shown on the mill
stormwater map.
Page 41

APPENDIX A - DISCUSSION OF SIGNIFICANT ENVIRONMENTAL EVENTS
In 2007, a potable water reservoir was cleaned and during the process, a pipe
broke, spilling sludge from the tank bottom onto the ground. An estimated
100 gallons flowed off site toward the unnamed tributary of the Cape Fear
River. At the request of the NCDENR Department of Water Quality, creek water
was tested before the confluence with the river, and water quality was found to
be uncompromised.
In 2008, a potable water line running from the mill to the golf course next door
failed, releasing an estimated 500 gallons of potable water to the unnamed
tributary of the Cape Fear River. There was no observable impact on the creek.
On July 17, 2008 a 2" potable water line cracked, releasing an estimated 17,000
gallons to an unnamed tributary of the Cape Fear River. On .July 19, 2008 a 5"
potable water line failed, releasing a maximum of 5000 gallons of potable
water to the same unnamed tributary. Both leaks were valved off immediately
upon discovery and repaired within a few days. There was no observable
impact to the creek#rom either event.
Page 42

APPENDIX B — CERTIFICATION OF NON-STORMWATER DISCHARGES
The certification statement below will be signed in accordance with the
requirements of the permit. Annual non -discharge certifications are filed in the
Environmental Central Files.
Page 43

TABLE 1
NON -STORM WATER DISCHARGE ASSESSMENT
Date
Outfall Directly
Observed During the
Test (identify as
indicated on the site
map)
Method Used to
Test or Evaluate
Discharge
Describe Results
from Evaluation for
the Presence of Non-
Storm Water
Discharge
identify Potential
Significant
Source
Dame of Person
Who Conducted'
the Test or
Evaluation
Certification
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directy responsible for gathering the information , the
information submitted is, the the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations_
Name (type or print)
itle
Signature
Date Signed
Page 44

APPENDIX C - PREVENTATIVE MAINTENANCE AND GOOD HOUSEKEEPING
The preventative maintenance and good housekeeping program includes semi-
annual inspections of facilities by Environmental personnel and more frequent
inspections by area personnel to assure the following pollution prevention
equipment and devices are functional: Housekeeping and maintenance are
scheduled based on inspection reports, or more frequently as needed. (See
attached inspection check list)
Riegelwood Pulp & Paper Board Mill
•1) Cooling tower sump pumps functional.
2) Sedimentation ponds and ditches cleaned out as needed.
3) South I.aydown Yard
- Industrial activities other than storage of materials must be
Approved in advance by the Environmental Department. In the rare case
that other activities are allowed, extra precautions will be required to
ensure that stormwater runoff is not affected.
- All chemicals are properly labeled.
- Chemical operations are under cover and are completely
contained.
- No chemicals stored outdoors.
- No evidence of spills of oils or chemicals.
Page 45

- Housekeeping is acceptable.
4) Woodyard Equipment Laydown Yard, South Laydown Yard: no
chemical or oil storage or use is allowed in these areas
- All chemicals are properly labeled and stored within containment.
- Chemical operations are under cover.
- No chemicals stored outdoors.
- No evidence of spills of oils or chemicals.
- Housekeeping of area is acceptable.
5) Painting areas are outside stormwater basins, which are kept clean and
free of solvents.
6) Stormwater Basins have appropriate housekeeping and erosion
control.
7) Wood waste piles are hauled from the stormwater basins at least
weekly.
8) Woodyard oil/water separators are properly maintained and cleaned
at least twice a year.
Page 46

APPENDIX D - MONITORING AND SAMPLING PLAN
Analytical Monitoring
1
1) Stormwater sampling will be conducted semi-annually each year of the
permit term, once in the spring (April -June), and once in the fall (September —
November). The Monitoring Report form is in Appendix E, and the actual
reports are stored in the Environmental Central Files under the August 1, 2007
NPDES Stormwater permit, Analytical sampling sites are Outfall B, Outfall E,
and Outfall I. These sites are considered equivalent to other basin outfalls and
provide adequate representation of the mill's overall storm water quality.
Equivalent basin history may be found in the Environmental Central Files;
current equivalent basins are footnoted in the permit.
2) Rainfall meeting the following specifications may be sampled:
-Within specified Spring and Fall months, when possible.
.-Greater than 0.1 inches of rainfall.
-Is preceded by at least 72 hours in which no storm event of greater than
0.1 inches has occurred.
3) Samples for each outfall to be retrieved are:
- Grab samples, defined as individual samples collected instantaneously.
All samples, including samples taken from sedimentation basins, must be
collected within the first 30 minutes of discharge. Record the times of
Page 47

day that samples are collected on the Stormwater Discharge Calculations
Worksheet below. Total flow for each sampled representative storm
event will be calculated based on the amount of area draining to the
outfall and the total amount of rainfall measured.
4) Samples will be analyzed for the following parameters:
COMPOSITEMNITS
BOD5 (mg/1)
COD (mg/1)
TSS (mg/1)
pH
Total Rainfall (inches)
Event Duration (minutes)
Total Flow (MG)
Visual Monitoring
1) Visual monitoring requires semiannual qualitative inspections at outfalls A
through S for the following characteristics. Inspection forms are in Appendix E
Color
Odor
'Clarity
Floating Solids
Page 48

Suspended Solids
Foam
Oil Sheen
Erosion or deposition
Other obvious indicators of stormwater pollution
Page 49

STORMWATER DISCHARGE CALCULATION WDRKSHEET
Gallons
Gallons
Total
from
from
Total
Impervious
Unpaved
Rainfall
Gallons
Impervious
Unpaved
OutfallfBasin
Acres
Area Ac)
Area (Ac)
(in)
Rainfall
Area
Area
Basin B
0.57
0.34
0.23
Basin E
4.04
1.01
3.03
Basin 1
1.88
0.1
1.78
Sample information (must be within 30 minutes of runoff beginning)
Time
event Time sample
began collected
Basin B
Basin E
Basin I
Sample Collection Date:
Approx. Duration of Event:
Previous Event and Amount:
sq .ft/acre=43, 560
Prepared by:
I certify that this information is true and accurate to the best of my knowledge.
Page 50

APPENDIX E - RECORDS OF INSPECTION AND MAINTENANCE ACTIVITIES
Records of inspections and maintenance activities are incorporated by
reference and are maintained in the Environmental Central Files. The form
below is used for frequent, usually monthly, inspections of stormwater basins.
Page 51

RIEGELWOOD MILL
STORMWATER BASIN INSPECTION
Instructions: Observe each item on checklist below, circle Yes, No, or NIA. Note any
issues
needing attention.
Indicate date at top of inspection below, and print name and sign at bottom of page.
Return form to Environmental
Department promptly.
BASIN :
DATE:
INSPECTION CHECKLIST:
Potential Chemical Exposure (oil,fuel,paint,chemicals, etc)
Yes
No NIA
List Name/Type
Outdoor Chemical Storage
Yes
No NIA
Chemicals Labeled Properly
Yes
No NIA
Evidence of Spills
Yes
No
Is Housekeeping Acceptable?
Yes
No
Erosion Evident/ Repairs Needed (including roadway)?
Yes
No
Is Basin Drainage Clear?
Drainage channels, pipe to east
Yes
No
Drainage channels to south
Yes
No
Other Comments:
INSPECTOR NAME (PRINT):__
SIGNATURE:
Page 52

F- STORM WATER BASINS PLOT PLAN & USGS GENERAL LOCATION MAP
Basin . area and impervious surfaces in Appendix C; potential pollutants in
Section VI.
BASIN PLOT PLAN
Page 53
E1

r,
a
z
O
a
u
O
J
J
W
z
W
0
Ul
0
vi

APPENDIX G - SAMPLE ANALYTICAL AND VISUAL MONITORING FORMS
The North Carolina Department of Environment and Natural Resources (NCDENR)
provides Stormwater Discharge Outfall (SDO) monitoring report forms for reporting
qualitative sample results and for recording event data. These forms are
supplemented with visual inspection forms supplied by thA Riegelwood Mill (see
Appendix D).
Page 55

STORMWATER DISCHARGE OUTFALL (SDO)
MONITORING REPORT
Permit Number NCS
FACILITY NAME
PERSON COLLECTING SAMPLE(S)
CERTIFIED LARORATORY(S) Lab
Lab p
r�
Part A: Specific Monitoring Requirements
SAMPLES COLLECTED DURING CALENDAR YEAR:
(This monitoring report shall be received by the Division no later than 30 days from
The date the facility receives the sampling results from the laboratory.)
COUNTY
PHONE NO. (� )
(SIGNATURE OF PERMITTEE OR DESIGNEE)
By this signature. I certify that this report is occurale
complete to the best of my knowledge.
----------
----------
----------
----------
----------
Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? _ yes _no
(if yes, complete Part R)
Part lit Vehicle Maintenance Activitv Monitoring Reuuirements
Outinll
Dale
50450
00556',..
00530.
00440 ;
No.
Sample
Total Flow
[Total u y
¢Oil &+Grease
rNon•polar ' '
-Total
'SuspetxlciE
pH t- ..
'New Motor.,.,
Collected
(Wapplicable)"
' nIfifal ; s
(lf;app! )� f
Q&GfTPH, + c
U11 Usage
�' "� s
� ,F
Y e
(Iilethod 1ti6A
Sollds�'
a r i
SGT•HEM)�
moldddyr,
MG
Iticheaµc 1;?
iiq ti r"'^^`.
m
unit'.
galimo
Forst SWU-247-062310
Page I of
oA
M
C_

STORM EVENT CHARACTERISTICS:
Date
Total Event Precipitation (inches):
Event Duration (hours): (only if applicable —see permit.)
(if more than one storm event Was sampled)
Dale
Total Event Precipitation (inches):
Event Duration (hours): (only if applicable — see permit,)
Mall Original and one copy to:
Division of Warer Quality
Attn: Central Files
1617 Mail Service Center
Raleigh. North Carolina 27699.1617
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person
or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and hellef, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
Including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)
(Date)
Form SWU-247-062310
Page 2 of
I—
Ln
7Q
tC
t1.

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out Phis farnc please visit: Ehwuniews_htmflmis horn,
Permit No.: NI�ITI_!�l 1 /�! I or Certificate of Coverage No.: N/CIGI 1_!_I 1 I_I
Facility Name:
County: Phone No.
Insoector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
A `Representative Storm Event" is a storm event that measures greater then 0.1 inches of rainfall and that
is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has
Occurred. A single storm event may contain up to 10 consecutive hours of no precipitation.
By this signature. I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
I. Outfall Description:
Outfall No. Structure (pipe, ditch, etc.)
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have Gi e., smells strongly of oil, weak
chlorine odor, etc.):
S W U-2a2- V 12aos
Page I of 2
Page 58

4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 3 4 5 3
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stonnwater discharge? Yes No
9. is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
S W U•242-1126M
Page 2 of 2
Page 59

t n. m ,:;.Rt
DESIGN FIRM:
t—Tw s...o.., PLLC
rm Th. Ra
sn�.evei
ENGINEER CDNTACT: BRYAN DICK, PE (865-566-14651
STORMWATER DESIGN AT
SHIPPING CONTAINER LOT ( BASIN R) i
INTERNATIONAL PAPER, RIEGELWOOD, NC
( PROJECT PLAN SHEETS) 'GR1ZC.1s, L SCALE
Clearing, grading, erosion control, surmwater design, drainage, landscaping, 5a 0 50 100
and other improvements as noted on the plans. This work wig include all items
nerrssary to =mbuct the siormwater design, and a- socl ted structur s
with the associated landscaping, plantings. and seeding.
- EXISTING CHAIN
a
LINK FENCE
/
u
z
5r
\
APPROXIMATE
amto
z
/WETLAND BOUNDARY
t
\
`LIMITS OF DISTURBANCE
rSEDIMENT BASIN (BASIN R)
EXISTING UJLITY
POLE AND 1 O' BUFFER
x� -APPROXIMATE LOCATION
`L\ ` OF EXISTING PATH TO BE
L
USED FOR MAINTENANCE
z
zri
_
ag
m
GRADED SWALEal
t_ t�
LLI
LSEDIMENT BAG
w-w
W d
uj
2
r z ur
fl7
Z �
lw
APPROXIMATELY 11,000 SF OF
oa
F
EXISTING LOT TO BE RE -GRADED
z o
F-
ac
rL
x�
INDEX OF SHEETS
LATITUDE AND LONGITUDE:
..............._. 1TiLE SHEET
T-1..._....._............
m�
LAT. N: 34' 2O' 45.T
C-1....„»......- ............. PROPOSED PLAN VIEW
LONG. W: 78' 13' 16
C-2 THRU C-5-........... GENERAL DETAILS
r-

F__
1
w
NUMBER
OF COORDINATES
BASIN OUTFALLS I OF OUTFALLS
A 1 34' 21' 25' N
AND
78' 12' 38" W
I BASIN DESCRIPTIONS I POSSIBLE POLLUTANTS
BASIN A IS LOCATED NORTH NORTHEAST OF THE MILL. OIL PIPELINES TO DOCK
IT COVERS ABOUT 0.24 ACRES OF LAND THAT IS ALL
IMPERVIOUS. OIL BARGE UNLOADING IS THE ONLY MILL
ACTIVITY IN BASIN A. THE AREA INCLUDES THE OIL
UNLOADING PIPELINE AND A MILL ACCESS ROAD.
RUNOFF PASSES THROUGH DRAINAGE CHANNELS UNDER
THE FENCE LINE, THEN IS DIFFUSED BY GRAVEL AND RIP
RAP AS IT SHEETS TO THE CAPE FEAR RIVER.
BASIN B IS LOCATED NORTH NORTHEAST OF THE MILL,
IT COVERS ABOUT 0.57 ACRES OF LAND THAT IS 60%
IMPERVIOUS. STORMWATER IS DIRECTED VIA A GRASSY
CHANNEL, DRAINAGE PIPES AND TWO CULVERTS
THROUGH A COLLECTION BASIN, THEN ON THROUGH THE
WOODS TO THE CAPE FEAR RIVER. THE AREA CONSISTS
OF A FIREWATER HOUSE, NO.5 COOLING TOWER,
CHEMICAL STORAGE AND FEED EQUIPMENT FOR
CORROSION INHIBITOR IN COOLING WATER, ELECTRICAL
CONTROL ROOM CR-94 AND A MILL ACCESS ROAD.
CHEMICALS ARE STORED IN NON -CORROSIVE TANKS
WITHIN SECONDAR'' CONTAINMENT. THE CONTAINMENT
DRAINS TO THE MILL WWTS, MUCH OF THE AREA IS RIP
RAPPED AND GRAVELED.
BASIN C IS LOCATED NORTH OF THE MILL AT THE
HARDWOOD DUMP, IT COVERS ABOUT 1.58 ACRES OF
LAND, OF WHICH 407o IS IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT AND DRAINAGE
PIPE TO AN UNNAMED TRIBUTARY OF THE CAPE FEAR
RIVER. INDUSTRIAL ACTIVITIES IN THIS AREA ARE
LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD, SECONDARY CONTAINMENT AROUND THE
TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT IN BASIN C ENSURES THAT ANY
LOSSES FROM THE TRUCK LIFT OR RESERVOIR PUMP
ARE PREVENTED FROM GOING OFF -SITE.
BASIN 0 IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&E. IT COVERS ABOUT 0.37 ACRES OF LAND
THAT IS APPROX, 247. IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT, A PIPE AND LINED
DRAINAGE CHANNELS TO AN UNNAMED TRIBUTARY OF
THE CAPE FEAR RIVER. RIP RAP PROTECTS THE BANK
ABOVE THE OUTFALL. INDUSTRIAL ACTIVITY IN THIS
AREA IS LIMITED TD TRANSFER AND STORAGE OF RAW
WOOD CHIPS, A FIREWATER HOUSE, AND A MILL ACCESS
ROAD.
BASIN E IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&D. IT COVERS ABOUT 3.7 ACRES OF LAND
THAT IS 18% IMPERVIOUS. STORMWATER IS DIRECTED VIA
PIPES AND LINED DRAINAGE CHANNELS TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER. A COLLECTION
BASIN AND RIP RAP ARE ALSO INTEGRAL TO THE
DRAINAGE SYSTEM. INDUSTRIAL ACTIVITY IN THIS AREA
IS LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD. SECONDARY CONTAINMENT SURRONDS
THE TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAUUC TRUCK LIFT. RUNOFF FROM THE TRUCK LIFT
AND MILL ROAD PASSES THROUGH AN OIL/WATER
SEPARATOR (OWS) BEFORE DISCHARGE.
BASIN F IS LOCATED NORTH OF THE MILL, NEXT TO
BASIN E.IT COVERS ABOUT 0.82 ACRES OF LAND AND
IS APPROX. 68% IMPERVIOUS, INDUSTRIAL ACTIVITIES IN
THIS AREA ARE LIMITED TO A MILL ACCESS ROAD, AN
ELECTRICAL CONTROL ROOM, CHIP SCREENING, AND
WATER STORAGE. MOST RUNOFF IN BASIN F PASSES
THROUGH A ROCK FILTER, A ROCKY CHANNEL WITH
ROCK CHECK DAMS AND IS DIVERTED TO THE
DISCHARGE POINT BY A PAVED DIVERSION HUMP
ACROSS THE ROAD. THE OTHER OUTAFLLS DRAIN
THROUGH PIPES FROM A RIP RAP SWALE ALONG THE
FENCELNE . ALL RUNOFF IS DIRECTED TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER.
BASIN G IS LOCATED NORTH NORTHWEST OF THE MILL.
IT COVERS ABOUT 1.12 ACRES OF LAND OF WHICH
APPROX, 20% IS IMPERVIOUS. BASIN G STORMWATER IS
DIRECTED VIA PIPES AND A RIP RAP SWALE TO AN
UNNAMED TRIBUTARY OF THE CAPE FEAR RIVER. THE
WEST FENCELINE HAS 3 OUTFALLS THAT DRAIN
WOOD CHIPS, HYDRAIAJC OIL
AT CHIP DUMP HAS
CONTAINMENT
WOOD CHIPS, HYDRAULIC OIL
AT CHIP DUMP HAS
CONTAINMENT
POTABLE WATER, ADJACENT
PROCESS WATER RESERVOIR
BMP's
SIGNAGE, GRAVEL, RIP RAP
SIGNAGE, CONCRETE
CONTAINMENT, GRASSY SWALE,
RIP RAP, DISCHARGE PIPES,
COLLECTION BASIN, CONCRETE
CULVERT AND OUTLET PIPE,
GRAVEL, SILT FENCE, CATCH
BASIN
SIGNAGE, PAVEMENT,
CONCRETE OUTFALL, JERSEY
DIVIDERS FOR TRAFFIC
CONTROL, CONCRETE
CONTAINMENTS, ROCK FILTER
SIGNAGE, CONCRETE OUTFALL,
DISCHARGE PIPE, SOME
PAVEMENT. JERSEY DIVIDERS
FOR TRAFFIC CONTROL, LINED
DITCH
SIGNAGE, OIL/WATER
SEPARATOR, DRAINPIPES,
CONCRETE CONTAINMENTS,
COLLECTION BASINS, LINED
DITCH, RIP RAP
SIGNAGE, ROCKED CHANNEL,
ROCK CHECKDAMS, PAVED
DIVERTER, GRAVEL, PAVEMENT,
CONCRETE CONTAINMENTS,
FENCELINE ROCK FILTER AND
FRENCH DRAIN WEST OF CR
94, CONCRETE U-DRAIN,
SWALE, AND CURBS, ROCK
'FILTER, RIP RAP
ADJACENT PROCESS WATER SIGNAGE, PIPED OUTFALLS,
RESERVOIR COLLECTION BASIN, aL/WATER
SEPARATOR, PAVEMENT,
CONCRETE CONTAINMENTS,
CONCRETE DISCHARGE PIPES,
RIP RAP SWAI F RIP RAP AT

(L ¢ Ln W Lap W 4 LY Z J W U r
m (y apmU w p Or 20>� Q\ �¢ U L) 3
�acW�V�� z J�� o000 m�w� (=ia mZE �o�wzE Qo ULOJ
d J (Y (¢ V) O W¢ U (Y W vl 0 ¢ O Z O W `2 H O Z Q U O w -I J J F
m Q Z1=(=mpH > W � Za: \V OA U m¢O W ow Q V O Vi CL QLL¢�� QK
U OW OZQ� (LOwOV W O W Li OQ: V W fYUV V ¢ - CL m�U W W V= UZ
o N �" J� oz a oam =Lr�� o�zmo O �Lr
(W' WOQ QUL�L�JJ LyJj_ CW.'1��� Q CW?¢m ��� a UH�� U� ¢¢ W ow 0
Q S Q¢ Z r Z Q Y LY V Q Q {L��J,� = J 4 ¢ Z
Z Z Z J J¢ (n Z Z Z Z Z V tY z LL Q Z V) Z U W Z LY Z J (L > Z V Q Z U W Z
O O d o O C r¢ O O 0 0 M¢ O U w t Y o¢ U O> O d O O w¢ O N 3 V O d Q
U N L 1 U O N N am L n m p
_J J
Y O O Z �p LY
C) ¢ m ¢ ¢ y a
w xmr xm r
a0 W a a0 W 33 m o=
_ W p O tr
(/ 7 m Z U U[ L Z tJli N w O
C!7 a W z¢ s¢ m W ULr Y
O
�- o 3¢�
tL
w _ W
- r Ln Lr
J J W J} r r W w O J K - L Z
g g m (n = N U V) Z N UJ [ Y t a_ Z p L/ J ¢ U Z < Z U x J (n O J Z ¢- W Q (n v i ¢ Z_ Z
¢ J o Z O Y W- m Y O O Y Q O Q N W Q O O W W (� w [r o Q m Z O [Y V)
W O J- LY U r0 J ¢ ¢ O O r w Z p Y p O -] L,J O Z Z O r N O N U ¢ (� ¢ W
� ¢ ¢ C.J Z � Z J W- W � W ¢ r lY - J O Z W N U W U
w (nJ ocnJ L'-'Ln� mo az�¢ o o aNx o��o F mo}� ¢ �W U=J� MU CD Z 4 �U =¢Q ro �(��z- > z �> z c�
�r Z Q W r HOU�[r LrH Z OLYZ YlY X W W a QZOJ W Zm. W v)Y [YO W ¢ S O V O¢ O N U}=[YNZ m Z_ N�=3LY r Z[Y W W W Qvl= r0 W Q JLn¢ w W LLQ U
W J U W V l n U V F Q W Y ¢ Q W U S pp V 1 2 W W K W Z= W C n U Z O C L w Z m J W O¢ W v l Q
4 O�OZ>�Iw ¢ ¢LY=¢4g0 �¢ r ¢ W r4p Ur gz woa �--wd wo �wmN�r ¢ m XJFOmoUcn r 3 3
W O O W I Z V) (-] Z V l O N- ti O V O r w t- O� t n¢ O W Z ti[ Y W r¢ F m W W O J d U[ Y Y
W= ¢ W= WI y_ W W Nl � 1 Z - O Q V o> 3 W o m Z N = U w W W Q S m [ Y lwi = ~ 0 U 3 N w = J o Z W U Z V- Q i¢ o p w J w O¢ m[ Y V OU (1 [ Y W¢ o_
O H W V Z[ Y 7 O r¢> L 0 >_ L L I M Q W ¢ O Z C) '� Z Q V 1 Z w [ Y 4 U( J V O Q m' J F¢- 1= = O N f Y Z w L n w r ¢ ( n
r O Wp (N/1 2 U r p S O Z¢ r Z [LC.J U N C)2 J a' Q Z p 3¢ J 4'(Y U U W J U] O Ln V) O W -(L U Z¢ O Z O O O W ¢ U.' F J [Y J U 2 O O Z [Y Z O¢-
(� J Q O U Z S Z W~ Q CC W~ � U 0 0 Z O¢[ Y W Q w m ¢ Q O V O Z Q m O z O J r Q= O J w¢ VW� U (r w U[ 1 o¢ O N Q¢ Q a W (1 a L> Z Q O r O r J 4 CW7 [ Y r G 3 w N Z Z N O Q U O m O O Z
Q zq v>>U V m ¢ ¢ _ 3w=(r 3 ¢ z wp_ LY 1-U-r z
�IUZQ QOtWi =QUO W rO?3 JO�O =zy+ V 4 j�m W OY OQ W MN i JO¢ W O QyJj �`_+i0}O O w Q J3z <Qa� � ��o _: LaJ J Zd�yWjN�Q��L�Q��� Y(YF LWj3 W ti Z ON�� WUZQ SlVIWwiZw
d LL'OZ-JZ(nW m0�(YOmC�� �� rw�OLYM=Uz=JW �o��'za« �<r�Zgo4Qo=a¢ Fmo0�0¢Ln~m�a NQJ� �wVJQILJp�JLyjLJZr4[Y¢�QLrJ =Q�mWI�c� �s�mromo�VOQw��
O MQJ¢ OLl O p Z Z ZO w0-r JUUOW } W r0 JZm' O W r KQ E W (Y w �Z Z W W Z =N W W OOQLY ¢ JZ(n QU�=OH J_Z p=Z �� r p� F(/JZ 1� =v M= Qg r wu
ZwOLr �mw U z W O¢NmLn OwO¢Z W � OW 0 OW ¢ W p <0=QfI-40 005 OONwO 000=¢�L1z01=tri. ¢ Op ¢Uom�3 UNoL Z� ZNm� V 4 zLr ¢L- ¢ mQ w� >z� w(D�U v)WO¢ J J
(/� U Z Q¢ O O W U N f n ¢ l Y Z IWi OU Z Z Z (n h=-Z �� Lwi O J¢ 0 H m m W U Z = 1 i = m m (n V W J 2 Q f n _ I W r V] Q U w J N f r (1 Z Q W = W V j W W q v$ L_ U (Y f n w O O 5 W 1- Q O O 3 4 L Y Q U O W Q Z LL. Z.JJ F Q O
W X r O W O� N= lY 4 [Y W m Q ¢- F [Y ¢ [l= m Q O� r Z¢ (r ¢ Ll L,� Q O� [r F Q W W U O (I] O� O r m W w W D U W S w lr � O Y N (] W --> V) O- W ~ 4 � Q� M M �_� ¢ Z Q W S O> Q LL
O = r O W d W J W 3 I- Z Z LY vj (7 N O r Z Y �= O->O Z Q SJ V H V OQ�Om r- [L'Q m W O W N Z p a U r U V < N W � l r
Za' W r Z O zw W [� Z OZ p O W W Q ZQ O ON- W (D ON Q W -OZZQU (Y OOS Ov (NZZw V V W OQ SOLI �[L00 (3pOZZ J �O ��iiJJ J W Z J� Q OOm W O W 4 Z J (Y
NU ¢ O ZO Ln Qm0 NZ -two W zw rOQ W 3Q W �> ZlY Lrr Q Z(r =Z mQ0- W O LL��JJ Zm�O[Y rOOQ�[L OZCWl [L ZNIYZ O� ~ W J JZ¢QN f)'Y ~ $wrZ QOlYO OmOH (n UfY W Q-ZO_ 00
Z OW OQ¢ W =� N wO��U20 W p�O V W 003Q V ��O �[Y V w U LW,JI O_ ¢ W OziLY F ¢ W LLJ JZ��= O W ¢ - W ¢ }Ln Zo 4. = a (JY Wiz_ w W o� NQN W r Q¢=�Q ¢ Li Z
m Z ti H W Q= H [r r}-> Z ¢ Z Z O W N O N Z J O W O> S ¢� U W Z - Q N ~ O U i 0 V == Z V (n Q Q Q O 0 0 p 0 O W U U W O Q
M U- V) Q w 4> +�J O O Lr WI O [Y (Y 3 W- O 3 O d N Y O _ m [ W L J} (!1 p m f�s„W U> z w (n z to Ln (n O N z= W C� O o U Ln
¢= J W Q= 0¢ J V m Q m V N I r Q Q W[ Y V) W Q r L Y U V W ~ l i 1- (J W (� S Q U H L Y W\ - - r U r W a W ^= W¢_ r 1- J r O z¢ r Z W lY N r }= f- N Z-
U O J N W V) LJ w U O ti Z- W Q W LY U lY 0 0- O ((Z}' W In L,,� ¢ X Z ¢ (1 r v7 3 J W J F- i¢=WW O Y = r (L r J` n- lr lY Q W (� Q o- W W 1- LJJ = O Vl r 0 V) p 0 Y o- Z
m OJ Q O m m N _Z O m fn ¢ O C)¢ vr) O W W W- w LZ'J �O (~-!1 O- ¢= w O a J r a fY d UO U O V OU LY S U O O O V1 Z O~ U m e m= Z Q V iJ O a V W J W O Q N r O Z U Q> O V w O m Ln K Z W O Q U Q J ll V Lnp OZ JU UO- J Q O Z
0 oz �m Y a o-- w w z ¢ zr r�ro¢o a ¢00� w:•�m- J ¢ oC Q n�r�m
N N Z U d W V) N= 0¢ O w N Z (r Ln U 0 Z V) m V) Q - Q Y U r W [L S w= [L V) O 'n LLl O Z O U} [L: ¢ LJ N 1- J F- lY W¢ m Z S ¢ p S W V '- O V_ J _ g J V) = o m W W J J W O V
OO - U
C�OYOw Z v) m� V W V r�Q NpQU7rO U�Or Q W OO QJZ J� O¢ O(Wjd J= U Nll Lr 41 _QJ W =U O W U W FZ�=O-�OJ } NMN Z ¢Oz QZ W lrO p� V ¢ Nr� [L m Qm. (ArmO Q4 W ¢rZO�
5SH w S W V U N [LY�,� ti pO N LLl N V W V1 n-Q (, tYOo W O(Y w W (r (r- QOZ V Ow¢LL.O.JJ ¢ U� XOww(=jK �' Z:��wHU r=} O> =03 W - J iZ wU W V)
(n 0V W H�Z w (1 N� wQ�� Q W �Z W =Qa Z= W>m-
NUO�mCYJZ z Zr UZC¢J¢p0 zz -¢=5¢ W ZQw =S z Zd QU ��O ZZJ [Y (YO
O o¢ [¢ J O ¢ r¢ ¢ J o W N N
r (rm0¢O p rO LWJIQ JU O ZOO V ¢r0 J 3m ¢- O(Y (Y OOOZO
Q m U Z O=¢ 4 m= O w= 0 0= r (r ¢ (A O W J r 0 0 0 0 O- V1 N Q Q W W O Q to N Q m F 0 i U Z m. V V] (n Q VJ w W m' O Z lY O> r¢ W m (n U IL W Z V) tY f/1 �' - L] N W O¢ \LY W O Q N O O O Q J O O In Vl Q O W LY Z
m ��¢omrx m=�CJ3-Eouuuu om mau¢¢�LWi>=?�� mm�ooL=-a3� mm�5�¢cri�oLwi�x��o mmN�w��vri��aaov3io� m�¢o�s���� c��w(�i�ov=i�=o m¢v~ia�?�¢
(N n
1- J z 3 z 3 z 3 z a 3 z 3 z 3 z 3 z 3 z 3 Z
Q 4
O O cV cV N cV cV N cv N N O N
N N N N N N N N N N N
O O,
O O M Q 1 M Q M Q M Q M Q M¢ I, M 4 M¢ I M Q 1 M zt Q m h 4
LY (n
W
cn
� W - M M
Z O=
z_
Ln ¢ m U O W W U =
Q
m
W
Vl
V l ti N L t d 2 U >
Z O w p 0 > W U w
W V m 4 d V Q d
[rJ W (>� Uw (-D ( /\
1-V J
����z �w ��w z
Q V Z Q ¢ J ¢ V > ¢
z l Y Z V) I- =¢ Z Z Q Z O/�� in mUm� in v3i in OUw (n \L Vl
� Q
Z
_ � z
z
r r z z
z
J W
O LL
z
a < W
Z Z Z Fx- 2 /r
z z z am\�
Z 3 O Ln z
=�r ¢ ocnWa ZLYQ ¢ QN O O JJ Z Z W z
Cl�
U O ¢-m m0OgNm Umr Y ¢ww¢r0=vZW-ZZ- VOOQOLmw mQ [YZQ ZY
�
XQp wXC Z o0w NO a- �V�Z F0=U nz oMC O
QHO
UmwWZI-w ZFwQ Q Z m Y OON QW OV=W �g
-Zr QJ OWZ Y m=Qa C-)Cc-'QOpw3UU�r p QrQ ZU
5< w—Q >-J0�C> C) ; 0.WUW m>WXQO� /Z ,
zr
= J JF3 LY U V J
oWwl¢ �ooMj. zc o��Q¢a�J��� WwwuOQw¢ Wo¢ ? z�woo�
3 to(/iW OZ W 24L W C)f n Sr �i vl >O¢ F N¢Smm 5 w=z (r�ZJlr H
o m 0¢ d m 3 r m r¢¢ -00 FO m 0¢ O z_ w U [r O O p¢¢ W¢ N V o¢?
Q m o a o o a w Q 3 U [ n¢ Q L Y Z W W v) O- w 0 s 0 U W? Q M 0 0 Wm
OI,w I.
F ¢[r W W Q .Ln IUQ OZ ¢tL O =(Yr Lr w Lr LY w�
^�O WOOw Qw z).<W r W W Z Qw=OL�L�JJr (1 <Z)
U_ N w V1 z w U o 0 0- U O> 3 W S Q U a 3 (n J O= O O N z UO O¢
O O Q {(yr�/ 111 O V l Q O Q Y Z N Z 0 O r w L� d N V L r� L
NQO3 Q W=Jw=ZJNZ�¢ N �(1� U O> J NrJQH30 JZ Ln ��O(n=Op Q
in>¢�m Z
�¢L=iL3m4WF�wd in inJ w(�i7Z� om�Lr¢zs� inVWwZoz
Q O C.) Qm W O> V O_ mL/ Z W Z W41 <4 4 mm4�
Z w0 QQ¢�O> Z>UlY
m000 woLr¢�rwQwJ[Y mm¢ LrOm �w W mmJLnUOO w¢ r
m O O
Z 1, d' Z a0 Z O] Z op
M Q t` M Q!�
LLtJ C::)-�� � LL-
w
!1/ N
Lf_ \
W
%� W
LJ� Q N
o
a_ o O
O
J �{ W r O
O Q LW z
O
C/') in p
® r l
Zm
(1
Ld
(L
Q W �
v 0 p
/y 3
d \
z W
W m
Lr
m O
m Z
Of 0 Y J
LZ ic�CZD
U 1
N p
N N \ 00 00
cn
Z
C)
z z z N Z
O O O W
Q O
cn cn En- C) L�L/J s
LJJ L.LJ w
Qf Cr Cn Q
Q
Q Q Q m Q
Of CY � Q w
W W Li W
z z z o p
W W W p Q
_ CD CD CD Q
y w o C-) m Q o
z
LJ } WI
W W U Q Z Q LQi U
¢ W Q C O Z
O O [Y m Ow r N m V) W 4
U U O O y Z 0 3
w V) W U r O O¢ W p Z (n
N LJW,I1 � J r LyJw� Y LLm�
m CYZr [rZ~ �m LaVIJ< [rNY ¢ ¢
U LiZj U OU W (D w > Q (7 Z p U J1 CD
Uri UrZ UQJ (.BUJ UO �w<
Z H Z 'HI- Z Y W
U=O 00o c�a.o c?om ow3 vp�
(� O U N O U in m 0 N V O LlL � cn in m U
C/7
H
Z
Q ¢
3
J V
J m
O
w
m N U N U N
vi !n Z fn Z [(CAJJ
O O p O p Z p Z Z Z
W LY mO O �O O O
m m Z m m Z Z
O N H Z Z Z W W Y
Z WWI
JwH 4 N Q C='J-w=OOL+J (Y>a (_.� W Zw Z [ I- 4 v. NQ W �O 4w
l r i L C N w V w 0 Y O K m W O m U j l i W W Q Z O Q J c D W N r¢ O
U 0 0 0 W O O U S 0 0 0 0 0 O F' p-� L� V F U U LY _ 0 Z 3 W- ¢ Q U
w a�om r�o rL�J = =aw1-L`3�rwm Z�aWQ z� �S_i� Q(no� O =
H lns JZ W d Q W r do Z W U00¢wXjJC]¢QOQZ m I <Owwvv)ia �V�JJ'�'w ('O=a�w r-za
WO w 0 j U v� O Q J J I U V1 z w J Z Q N L i ¢ [l O m Q m� 3 = Z m �- 0 Q Q V Y O d F- � O Q J O H V) 3 4 M (,
Ll r Z Z p W 0[ L Z r Z Z J O¢ Z Q 0¢ O W J Z= J W O W Z I J. J Z U U W (Y w T� J O
rrn_�O _ W v)�00 r� Z �O -OOZO= JN-O ¢ W my w JQ OQ W JLmI,.'JJ Wm rlY30 W W -00 > W W
Z NO-oU 0¢Lr W U ¢O ¢ ¢ V OmZg V IXL�J � W,xcF]Z>� w[r w i-IO ¢_¢ >m mFO tl tor0=�K�O W O��O=O��vLN J
W QOUM W 3 �p Z4 Z> W Qpw wM W L. ZZQ Z> W V S0Y00 FHQ W W Ln�UU w0� L jmw W NUr V jmlY Z N Z
H- aJopo�¢ ¢- O ¢ 4- or �mQ�o (z_
JL - Q lY tr 3 OU O W UQi W==o W f -=>wLL v> [l w ZZZ=U ¢ F
< Z W r O r¢ Z Q �`'r L>: m X J O w 3 0} r O p 0 [C r ¢ w LL W W .< _ U¢ W
O �L'JU W wJZ25W [� OZ� w IWi m W Z S W wON -ZmU W- W wOJm� H ��(�]�NU aipQ�� `LO mOQjZ mQODO�¢ O
Z>J�OOOZONd W Z>Lr SOO ou - W O Oww [>� w U(Y� W O(/j�p��XZ W V)LYZ W JN ooY� QZUn2UN(m!I
LL��JJ = O U fn - M V) fY U Z r 0 (L O
U) 00 > W Z 4 V Z Y z¢ W OV v L- Z Q Z V Y Q Q W � N Op O J 0 0= w 0 Q Q Z Ow O Z V) m U W X� Z O s W z pE>, V O Z r r Q
l l J O K w w w N- Q Q O[ 1W. p r- z W L J O Wm' ¢ O d 0 0> 1- N w Q~^ V Q U = Q V) l r 3 Z W= W� J W Q w OU w v) ¢ W¢ S Z
o z �z��000 z¢ z =n=�-aW z¢ �mwor��NZJ zo ww¢ om= ozaw �� W¢¢� o =-r=�w
O J¢(Y U0zOa 4Uuz�w p _ 0Mz004 C] pN�_~Z~ W 2 Q ora m O S Q QpZ WpO} W QF 00N Z W r=z ww
(n amNpzOmv~iLwndz ¢mwSNO��OULWnazti amy�moaz ¢m�ZN r�L`JYv'm���1=-cn0 OF
U Z L n w 4 m= O r J U Z f Y= O Z L Y r W J V) f r r r¢ J W m l Y Z W O r Q VO m g W Q 4 LWy d Q~
O- r 2 J m.Z Q O- ¢=J �zmQO 004 wU m' �O> O Q Lr UO Q03 N m
J v 1 0 v l r Q
N Qm ¢ y 0 U 0 N V'I U v� V) m Q O U¢ U[ H U V F-w Q N¢ (Y ¢¢ O Z 4 ri W ¢ O U a Y Z J= O V O V O W O
Z r `t r J W W 0 ¢ r w 3 w 0 - J Q (n �O d Z (n j Q 3 3 r N M[ J (n w Z J v) L n r J 1- W r Q Z a w
Z O Z V)= U¢ Z U O O O Z N= w N Z U [ L Y m' (Wj l[l . Y.JJ W L L 4 C1 O W J L Y W [ Y¢ Z= J O= � w w w Q W v) m Z V N I ... Z 3- (r L Y U
Z Q V) U? U Q= Z 3 Z ¢ Ij v l U O w Q F Z 3 Z Z (Y Q J Z O Q W Z r W O Z Z L' 0 0¢ O (n Z Z U¢ ti s W Z Z V l S I(WrI; W Z Z W L�j L Z
V) X J W U O O W Z Q W N X J U O O Z Q W V] V) U v) O Q Q Z Q W N- L L W N¢ N Z L Y O ¢ V) Q Z Z L a l U 4 ¢ O Q U O W< Q W O r
m Z O Q Q Q U C,
0 m Z 00 Z¢ 4 m 11�. O o ff m 4m ti U d 5 U m W U F=- C3 U m J Q (tea m oU W¢ m LY LL Q (n
z 3 z 3 z 3 z 3 z 3 z 3
z W M tp M (O N O> N N LLJ
pr
Of
O O N ON N N N ON M OM-
O W O O O O O O
O O i- Z m �t Z m Z a 0 µ Z m ; Z m :4- Z 0 0
M Q n M Q I M Q f M Q
Y (n
WIM
-
J
(U
r
z C)
L]
Z_
V) Z O L O N
G
m
X
1
1
1
'
z
1
w
J
�
z
}
m
¢
Z Z
m m
m
U
N
0
d N
O
m
O
U
lwi
U
O N m
O

A
r.-'Lai
. I �+C-.. .� ,O n r '.J�� / �5� •, '` t-,InrU t j
ofit
- y rye � I � /1F N♦ I n-{ J �: _ _ _I�.: ! ' I
Ali'
I� Yam: } /l11✓/�/J�//�//,�/ I fIF r, n � � x �
. � t \ i_ I 'I., I� '" �f �` - '" � I �r ♦ n._ _.r+ "I:, -�' ' z,.! � H ii tl � 8 ifyi
An
04
Av
C-15a _ 1'r _91/ I�,�I I . _•SDI `+y.-�- `� �_, •� 'f - •, ',,,�f• 'I ;,r ?u
' rl-• ' /r1 �/_ _ / // / �, r� / � �' 1' � � 4 wr � i', I � .jr'� r /� ��_� ti > ' ' '!1' + e -. '.A.'-x -- .., . _�'_�. �t r - � �
el
74
hit hl�f® � = i I ! c C I� 34 �I f. mf���p"+2!w w=.a v - ��. -, M- a ;; -• , w r
E� �° a rvp Abm
ssYf�- . III ��i,�n r )y )� eel }} }r syys� a j. - �y-y�[� c- � OAHU
iipp�(';•�t-{-'FFxd� �~ •xy�pra,lf �wt�'CnRN N a W.y g�a 1�" TTTTTT��„•�',RJ
�,•�'4�1 I :! v,S JN�k�
L,v,IrS abig
C qf} l99 ICI �g n ;ay �� a
hg�F �? AV
N4-+�$
� 6�-,, is -•+�� � ys aty i' � �i, :��
XAN
MIA
�1,1
`I ° I Z -, a R �P�_ a� ��! 51y I g p A l`�CD�a��D�J�®�de�f� �G�� 6 0- C4 @ e e 0 p0 0
Z � F
9 v s IIII— i�
7 CD nl n oo v MM
n
a s c? o � "
3 C7 0 0 5fi� p g g
p +� ;x, CD ° 'of
i 8 L' I 14Z *1 3 S7 A
c i
M
7 1 r"
n
+ri

E-12M
14
ml
JA-
vi
mwN.a r w �aosr,. .. .. I�tlr�. w Y.cS�asry.:,,�,i •� efl
�r ,�.,/i �5i :��`�{:- �`\e:�� 57 � ,` '�'- .r�� 4J ! II y^I��-',� e• ' I � I 'p''•''' ia! '','' ,V1/J�
,t. 4L^tip: 'S5� •rt��V �' � H ^ ``• 1. ���' I 'l:., � f�� � l>•°ram d O I I ! � ..! I\ `- '��`�!: ` S'I+L_.
I�11�16' r � ti+ A'�y �: ,�� � $ '�• I , :�,f 1 �'�'. `` I �\`W' '1?"� `I " '7 J, : I ���� �s ✓�'�>w
1 !J ! � �f"' -! -Y � Si '`• ,�. w' �F '. yf„'lt•. / I ~ y., � ... j :ti. j' - I .� � I
1 t'' 1 _ -I --V 'a -�•`K_ - �'y' r-o -•-•••-4. 5 - , Ca� `�i' . , .. .
;-
'
r>• � y' '�{ / � ON '
'�;%' :+� - i' ��, t11 I r!.:�'�I'1�''1';,:'.ilfSlt.• �v �,•.'.: �,! �-'� � 1 � �� . -. =1' - ..� � . . j
• I • ,. �I F 67 .• � -'.. !, r. l ' L.�..#'' - yl 1 : I} �y. � ...�..+ e s.
�m ' � . C^•'r: y � • ~ !+ � n�'�'`-o ��'.�!...�-:....._ _ �_; .,r..__ ..,. _ • Il •_i ^ ... -I _ 'a+•. - .i. -'>."f'—'_�� L4�� "� '� 8
, r. •II. j .-1 - '�' -'...1�.-, 'La 1. YT A��srKu.. -> 5--' .-1 —. 1 `�:`.�..��`.. II 4 •,I_ ��' '_f
` ', . { I � i' F y✓- _ a+w _w_�i...�s Y� ;... >..�r.....-s..'�v� • - Y 17 ' • - J, >'Y-
r-SOu-ar y pp
1 I I,`�4` .... -_ _- -_ _..:_.. - -rt_».
13 E3
,,., -_ -}-_ -i•' i 5,� .'�� �^ � sae €�
^r. it1TS
' z
Y• N
[oou p`n LJ O ® `J'~'IVfiFA}V, s
fig'�u
o
.f. f/ln
CD
VIP
Q
F.
$say
f7�C Q Q p
w
CD ? m
I; $ 0`
CD,tJ F `o 0 m s b fr L F F F
C7 Q �cf �} - E { I
-l7Q} � o=�i •�P �J�ggg[�� � � ! h I I I � j I - I I I I j1{I( �y}II "'E+f0q!'©Wli}Il
t 4 C! `--' r-- �? � $ d o P � }j e n �; III f r• � L � � � � � � � � � 1� � � � ?�
33 —rj
'WX i 7
<
-rl Y ® ¢ F
In.. m � �{ t �- �::) :bi o 1 SI' � 16 , s': :.. I F.. - , .. 1: !.1 •� m% 1 i ,.
.,
ILI
u,

/ P}1fiZ9lTTy �"4S1/ �`� ¢'`ylw
fw� t`T+�l�ST7 jE� Rr; y.' �.•- �y � sr
1-SOW. i - „✓� '✓ [.low
.t.
pm—
' , :��' \ � _ , ► _ 'fir �'��I �,.; ':
A
U I � � � 1 ,, r • � � I� � Y i
r r
II r
f_tin° l l !,I'YII'a
A j 11 1 f, 7 rE Isis^ I �a yI4 I ; �I• _ B 9 8 8 i
I' //•//' y. Il BT A 8
9 u
8
� �, I, ` � I FYI � ~� VC� f /.• ./, >�y// r°n "\ il' ��1�-,. /JfF �lrr .` y F _ [rd1i�
i
15
l-]50 !' �' l/ �✓ � it �,0. u � u/ /)?� .� , , Y
.'r ti y 11
Ir x yifli a Nx 'i
�/ IF/I._�l' � ,,.- y'if :il
aea '� -�' !� _ _ .. , r •f f i 5 I I ' ,`'�IW I 4Z-
1��s� �A 3��' - ,rFA., Ir\ J01i/J J / li I 1� �hY�jl � _ „-r _•_- .5-i � •r.
a �
RMIAa —
I
7 $ A `� I [ } 1 N:,n i i+i+ _-o
-r / 1 'G r, A: a ;5 uv " Bl i%��'f3tigwu ✓ i-
IO
12
it mg
H
AA
IF
jA
ig
n O _
v��D15D�d®�D600E 00(PQQO00 00E)0P000G
/ 4l v4� v • r ,� y ry
_ CD
Z �l [, O �• m N - IIf�11I :J ^ti of 'f ? ,� `^ ',7 z 1�
-
�k
n :+ n a 7 I I I I f I { I ! '� ta 1! 61 Itl (_3 ;:ti ll (4J :�i i �I XJ $! G* t1 r4
CD
FF fTl I�u rn I i I I 4 7C
3 d 1� ff 0
-A Fri z,mna F va 2� ACC S X f
v r7 io0

m
a my
13aY
t- i � � � �' �' � �II � 1 ; � y� I�� � , • 55�aa P�i a�+` PN) L� t:i a � � � s¢�i b ayp psi � tp� �e!S SBA e3S
Pill � 8. it I I
I f i l l i k A
ar
�.•i�A � y�d�`vl � i ��� � 11 � l ; I G
i t ' I
rd
le
ir}
�Uj
r--
r
P
t
P.r
Qy�Q4
�
�
—
°
L �J
d�
3 a 7
7 a �
O
C� Q
fu
w
O
8
Q
O
s O
Li
e0Cot)f�R0(-.oC4 0C-)0nt0N 00V)QTI(D0 017-7)(rDI; � = � � �I � n S �+ � �h t� �3 5 e � Ir g z 6
s�
Y^
WC9
n
V
S
4
v
C
ii
s '
tj
I
I

g IT)
it
�r �g� a
° °w U
1 CD
(G r y .�Li r.. ' x• . Li .. ;! i Aii t-le j o '+.'ti. �, C ' W L.L' ; N
B I_L_1 O U .$
II
CDo. r, +$ ? I , i r� t•� G 1t 41 s d ° 9 o
z — U U 2 Z
w
n r• # '� a s h F a R CDT a ri 5
i g n S n' i E j
AF9 E) 0 ®A A Ea f� O 6`✓'C��9�F"'l®C; bD�-0D��Q�F�� a i i a IN $6 N $ "j d fs#
cr
t !
y w
a 7� � V
golI.. P- �, C S .f �? 1� 3 c >N t ffi .., • �jn W�
��
`� p Fi �j G �y t� � � p � k' � i d � i •5 � Ip"' � � � N_. - -. �`'�.i y"� L C�' I � �/n t ;.�,� to � M
HIP
lo
i P
411
15
�ti as Ib
s i 7 _ rid
e��s >;� �� '"���
w
,
5iv�i r axW.� �IM
r. ., • n .o .I n .. - _ ,.... ran ., ...gym 9-- -- _ " 9F♦ir'1. A0:4 N IBm R F S.1' :1 7, � � I ! � ` J �� L�lY � ��} � �� ��•
WN
e-4
NFr()!'
;�.a; f�',,� /�� •`� �u F 3CI L-.� !R'I_'a `f 1� �4 Jam, � �/� �
4' osu-.I
n1S-i --
I I I
rIt
1
a / �� b
r coal
�1 �1
u
I
M
�1
h \ awl- I
+ IVhpyFl{�NI
titi�r
Air
y�Y z
'1
WAVE
3Fr.
0

h g(
Y' R
7J
y
i
r.
1
I
rr
�
Ik
r•
I I I
0 0
rA 99
o; .i n �¢, r . • vi ;•rt r � 1% C• .r, w � � i�
it
Y
' d.i I • • • �: �. 'r 1--� x'iI iY1 i} S G i? •' i • C t y
c s ?3s33?sIS
�f.
mamul
011
�,n
b
,P
LL
N
p w
N
30a
m
n-
q
7 W
O ��.�JJ
zg
u
L�i_1 L.
S
Z
h,
o
0
b�
u q
O
n,
CDcr
—r-•:
I
t
V`A ,
I
1 A
n.
rq
;n
f,
�. ' Srerq ; • u rWdlr .. ,.. orRswt,r ' a r rxrVwafw n
'w I
met-3

BASIN DESCRIPTIONS
POSSIBLE POLLUTANTS BMP's
LEGEND
BASIN
BOUNDARY
BERM
CATCH BASIN
CULVERT
FENCE LINE
X X
GRASSY SWALE
IMPERVIOUS
SURFACE
JERSEY
r r r r r
DIVIDERS
MEANDERING
STREAM
OIL/WATER
SEPARATOR
BASIN
OU TFALL
PERVIOUS
SURFACE
POND
RIP RAP
ROCK FlLTER
CURBING
U-DRAIN
0 200 400
SCALE: 1" = 200'
BASIN
NUMBER
OF
OUTFALLS
COORDINATES
OF OUTFALLS
BA&N DESCRIPTIONS
POSSIBLE POLLUTANTS
BMP's
N
1
34' 21' 21" N
BASIN N IS LOCATED NORTH NORTHEAST OF THE MILL,
PROCESS WATER
SIGNAGE, GRAVEL, CONCRETE
AND
NEXT TO BASINS B&O. IT COVERS ABOUT 0.15 ACRES
(COOLING TOWER)
OUTLET, CONCRETE
78' 12' 33" W
OF LAND AND IS ALL GRAVELED AND IMPERVIOUS. THE
CONTAINMENT
AREA ACTIVITIES ARE ACCESS TO THE NORTH END OF
N0,3 COOLING TOWER AND CHEMICAL STORAGE AND
FEED EQUIPMENT FOR COOLING TOWER BIOCIDES.
COOLING WATER PROCESS CHEMICALS ARE STORED IN
NON -CORROSIVE CONTAINERS IN SECONDARY
CONTAINMENT THAT DRAINS TO THE WTS. BASIN N
DRAINS VIA A CONCRETE DRAINAGE CHANNEL AND A
PIPE AND RUNS THROUGH THE WOODS TO THE CAPE
FEAR RIVER.
0
1
34' 20' 26' N
BASIN 0 IS LOCATED NORTH NORTHEAST OF THE MILL
PROCESS WATER
SIGNAGE, GRAVEL, CONCRETE
AND
NEXT TO BASINS B&N. IT COVERS ABOUT 0.10 ACRES
(COOLING TOWER)
OUTLET, CONCRETE
78' 12' 33" W
OF LAND ALL OF WHICH 1S GRAVELED AND IMPERVIOUS.
CONTAINMENT
INDUSTRIALS ACTIVITIES IN THIS AREA ARE LIMITED TO
ACCESS TO THE SOUTH END OF NO.3 COOLING TOWER
AND CHEMICAL STORAGE AND FEED EQUIPMENT FOR
BIOCIDES AND CORROSION INHIBITOR, COOLING WATER
PROCESS CHEMICALS ARE STORED IN NON -CORROSIVE
CONTAINERS IN SECONDARY CONTAINMENT THAT DRAINS
TO THE WTS. BASIN 0 DRAINS VIA A CONCRETE
DRAINAGE CHANNEL AND A PIPE AND RUNS THROUGH
THE WOODS TO THE CAPE FEAR RIVER.
P
1
34' 21' 46" N
BASIN P IS LOCATED SOUTH OF THE MILL NEXT TO
NONE
SIGNAGE, GRAVEL SURFACE,
AND
BASIN K. IT COVERS ABOUT 3.20 ACRES OF LAND THAT
RIP RAPPED BANK, PIPE AT
78' 12' 02" W
IS GRAVELED AND IMPERVIOUS, INDUSTRIAL ACTIVITIES IN
OUTFALL, CONCRETE OUTLET
THIS AREA ARE LIMITED TO CONSTRUCTION EQUIPMENT
STRUCTURE, CONCRETE PIPE
STORAGE, TRUCK AND TRAILER PARKING AND OFFICE
TRAILERS. STORMWATER IS DIRECTED VIA DRAINAGE
CHANNELS AND PIPES THROUGH A SMALL COLLECTION
BASIN. OVERFLOW PASSES UNDER THE PASSTRACKS VIA
A PIPE TO AN UNNAMED TRIBUTARY OF LIVINGSTON
CREEK AND EVENTUALLY TO THE CAPE FEAR RIVER.
Q
1
34' 21' 29" N
BASIN Q IS LOCATED NORTH OF THE MILL PAST BASIN
PROCESS WATER BACKWASH
SIGNAGE, VEGETATED BANK,
AND
E. IT COVERS ABOUT 0.72 ACRES OF LAND ON THE
POND
SOME GAVEL, ROCKED
78' 12' 42" W
CAPE FEAR RIVER AND IS APPROX. 50% IMPERVIOUS.
OUTFALLS, PAVEMENT
THE MILL WATER INTAKE AND MILL ROAD ARE IN BASIN
0. STORMWATER IS DIRECTED THROUGH A DISCHARGE
CHANNEL TO A TRIBUTARY OF THE CAPE FEAR RIVER.
R
2
34' 20' 46" N
BASIN R IS LOCATED SOUTH OF THE MILL, WEST OF THE
NONE
SIGNAGE, GRAVELED SURFACE,
AND
MILT. ROAD NEXT TO BASIN S. IT COVERS 14 ACRES OF
MEANDERING STREAM, GRASSY
78' 13' 22" W
LAND AND IS IMPERVIOUS. STORMWATER SHEETS
SWALE, ROCK FILTER BED
THROUGH A ROCK FILTER BED FROM THE NE CORNER
34' 20' 47" N
AND FOLLOWS A SHALLOW GRASSY SLOPE SOUTHWARD
AND
TO A NATURAL WATERCOURSE, FROM THERE IT
78' 13' 10" W
MEANDERS THROUGH THE WOODS AND EXITS THE
PROPERTY IN A GRASSY SWALE. RUNOFF EXITING THE
SW CORNER OF BASIN R FLOWS THROUGH THE WOODS
TO A MEANDERING STREAM, THEN IS DIRECTED EAST
VIA CONCRETE PIPES UNDER TWO ROADS, THEN ON TO
A UNNAMED TRIBUTARY OF LIVINGSTON CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER, INDUSTRIAL
ACTIVITIES IN THIS AREA ARE LIMITED TO PARKING FOR
TRAILERS TRANSPORTING FINISHED PRODUCTS.
S
1
BASINS IS LOCATED SOUTH OF BASIN R ON THE MILL
NONE
SIGNAGE, GRAVELED SURFACE,
ROAD, IN THE WEST ONE-THIRD OF THE CONTRACTOR
ROCK FILTER, MEANDERING
PARKING LOT. BASIN S COVERS APPROXIMATELY 1.6
STREAM, GRASSY SWALE,
ACRES. STORMWATER SHEETS OVER GAVEL TO THE
COLLECTION BASIN
SOUTH FENCELINE AND IS CHANNELED THROUGH A ROCK
FILTER INTO A SEDIMENTATION BASIN OUTSIDE THE
FENCE. WATER FROM THE NW CORNER OF THE BASIN
DRAINS INTO A DITCH THAT ADJOINS THE SEDIMENTATION
BASIN. RUNOFF MEANDERS THROUGH THE WOODS AND
LEAVES THE PROPERTY VIA A GRASSY SWALE.
INDUSTRIAL ACTIVITIES IN THIS AREA IS LIMITED TO
STAGING FOR TRAILERS TRANSPORTING LOGS.
NUMBER
OF COORDINATES
BASIN OUTFALLS OF OUTFALLS
A 1 34' 21' 25" N
AND
78' 12' 38" W
B
C
0
E
F
G
H
K 1
L 1
M 1
1
3
3
1
34' 21' 19" N
AND
78' 12' 32" W
34' 21' 27" N
AND
78' 12' 46" W
34'21'27"N
AND
78' 12' 43" W
34' 21' 25" N
AND
78' 12' 48" W
34' 21' 25" N
AND
78' 12' 48" W
34' 21' 26" N
AND
78' 12' 50" W
34' 21' 26" N
AND
78' 12' 51 " W
34' 21' 25" N
AND
78' 12' 53" W
34' 21' 25" N
AND
78' 12' 53' W
34' 20' 55" N
AND IJ
78' 12' 54" W
34' 21' 03" N
AND
78'
34' 20' 40' N
AND
78' 13' 05" W
34' 20' 54" N
AND
78` 12' 46" W
34' 21' 11 " N
AND
78' 12' 27" W
BASIN A IS LOCATED NORTH NORTHEAST OF THE MILL
IT COVERS ABOUT 0.24 ACRES OF LAND THAT IS ALL
IMPERVIOUS. OIL BARGE UNLOADING IS THE ONLY MILL
ACTIVITY IN BASIN A. THE AREA INCLUDES THE OIL
UNLOADING PIPELINE AND A MILL ACCESS ROAD.
RUNOFF PASSES THROUGH DRAINAGE CHANNELS UNDER
THE FENCE LINE, THEN IS DIFFUSED BY GRAVEL AND RIP
RAP AS IT SHEETS TO THE CAPE FEAR RIVER.
BASIN B IS LOCATED NORTH NORTHEAST OF THE MILL.
IT COVERS ABOUT 0.57 ACRES OF LAND THAT IS 60%
IMPERVIOUS. STORMWATER IS DIRECTED VIA A GRASSY
CHANNEL, DRAINAGE PIPES AND TWO CULVERTS
THROUGH A COLLECTION BASIN, THEN ON THROUGH THE
WOODS TO THE CAPE FEAR RIVER, THE AREA CONSISTS
OF A FIREWATER HOUSE, NO.5 COOLING TOWER,
CHEMICAL STORAGE AND FEED EQUIPMENT FOR
CORROSION INHIBITOR IN COOLING WATER, ELECTRICAL
CONTROL ROOM CR-94 AND A MILL ACCESS ROAD.
CHEMICALS ARE STORED IN NON -CORROSIVE TANKS
WITHIN SECONDARY CONTAINMENT. THE CONTAINMENT
DRAINS TO THE MILL WWTS, MUCH OF THE AREA IS RIP
RAPPED AND GRAVELED.
BASIN C IS LOCATED NORTH OF THE MILL AT THE
HARDWOOD DUMP. IT COVERS ABOUT 1,58 ACRES OF
LAND, OF WHICH 40% IS IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT AND DRAINAGE
PIPE TO AN UNNAMED TRIBUTARY OF THE CAPE FEAR
RIVER. INDUSTRIAL ACTIVITIES IN THIS AREA ARE
LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD. SECONDARY CONTAINMENT AROUND THE
TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT IN BASIN C ENSURES THAT ANY
LOSSES FROM THE TRUCK LIFT OR RESERVOIR PUMP
ARE PREVENTED FROM GOING OFF -SITE.
BASIN D IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&E. IT COVERS ABOUT 0.37 ACRES OF LAND
THAT IS APPROX, 249' IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT, A PIPE AND LINED
DRAINAGE CHANNELS TO AN UNNAMED TRIBUTARY OF
THE CAPE FEAR RIVER. RIP RAP PROTECTS THE BANK
ABOVE THE OUTFALL. INDUSTRIAL ACTIVITY IN THIS
AREA IS LIMITED TO TRANSFER AND STORAGE OF RAW
WOOD CHIPS, A FIREWATER HOUSE, AND A MILL ACCESS
ROAD.
BASIN E IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&D. IT COVERS ABOUT 3.7 ACRES OF LAND
THAT IS 18% IMPERVIOUS. STORMWATER IS DIRECTED VIA
PIPES AND LINED DRAINAGE CHANNELS TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER. A COLLECTION
BASIN AND RIP RAP ARE ALSO INTEGRAL TO THE
DRAINAGE SYSTEM. INDUSTRIAL ACTIVITY IN THIS AREA
IS LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD. SECONDARY CONTAINMENT SURRONDS
THE TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT. RUNOFF FROM THE TRUCK LIFT
AND MILL ROAD PASSES THROUGH AN OIL/WATER
SEPARATOR (OWS) BEFORE DISCHARGE.
BASIN F IS LOCATED NORTH OF THE MILL, NEXT TO
BASIN E. IT COVERS ABOUT 0,82 ACRES OF LAND AND
IS APPROX. 68% IMPERVIOUS. INDUSTRIAL ACTIVITIES IN
THIS AREA ARE LIMITED TO A MILL ACCESS ROAD, AN
ELECTRICAL CONTROL ROOM, CHIP SCREENING, AND
WATER STORAGE. MOST RUNOFF IN BASIN F PASSES
THROUGH A ROCK FILTER, A ROCKY CHANNEL NTH
ROCK CHECK DAMS AND IS DIVERTED TO THE
DISCHARGE POINT BY A PAVED DIVERSION HUMP
ACROSS THE ROAD. THE OTHER OUTAFLLS DRAIN
THROUGH PIPES FROM A RIP RAP SWALE ALONG THE:
FENCELINE . ALL RUNOFF IS DIRECTED TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER.
BASIN G IS LOCATED NORTH NORTHWEST OF THE MILL.
IT COVERS ABOUT 1.12 ACRES OF LAND OF WHICH
APPROX. 20% IS IMPERVIOUS. BASIN G STORMWATER IS
DIRECTED VIA PIPES AND A RIP RAP SWALE TO AN
UNNAMED TRIBUTARY OF THE CAPE FEAR RIVER. THE
WEST FENCELINE HAS 3 OUTFALLS THAT DRAIN
THROUGH GRAVEL AND PIPES. INDUSTRIAL ACTIVITY IN
THIS AREA IS LIMITED TO TRANSFER OF RAW WOOD
CHIPS, WOOD CHIP TRUCK & RAIL DUMPERS,
MAINTENANCE MATERIAL STORAGE, MILL ACCESS ROADS,
AND RAIL LINES. THE WATER TREATMENT PLANT IS
ADJACENT TO BASIN G. RUNOFF FROM THE MILL ROAD
AND RAIL AREA COLLECTS IN A SMALL COLLECTION
BASIN, THEN RUNS THROUGH AN OIL/WATER
SEPARATOR. SECONDARY CONTAINMENT SURROUNDS THE
TRUCK DUMP HYDRAULIC RESERVOIR, THE HYDRAULIC
TRUCK LIFT, AND THE RAIL CAR HYDRAULIC RESERVOIR.
THESE THREE CONTAINMENTS DRAIN VIA U-DRAIN INTO
THE MILL WWTS.
BASIN H IS LOCATED WEST OF THE MILL. IT COVERS
ABOUT 0.78 ACRES OF LAND THAT IS ALL IMPERVIOUS.
STORMWATER IS DIRECTED VIA DRAINAGE CHANNELS
AND A PIPE TO AN UNNAMED TRIBUTARY OF THE CAPE
FEAR RIVER. INDUSTRIAL ACTIVITIES IN THIS AREA
INCLUDE RAIL LINES FOR INCOMING RAW WOOD CHIPS,
AND A MILL ACCESS ROAD.
BASIN I IS LOCATED SOUTH OF THE MILL, NEXT TO
BASIN L. IT COVERS ABOUT 1,67 ACRES OF LAND AND
IS ALL PAVED AND IMPERVIOUS. STORMWATER IN ONE
SECTION FLOWS INTO A CONCRETE CATCH BASIN AND
PIPE, AND THE REMAINDER SHEETS ACROSS THE
SURFACE AND THROUGH A SLOTTED CONCRETE
DIFFUSION BAFFLE, RUNOFF FROM BOTH AREAS
COMBINES AND RUNS ACROSS A GRASSY AREA TO
ANOTHER CATCH BASIN THEN EXITS THROUGH A STEEL
PIPE TO A COLLECTION POND. THIS POND DRAINS VIA A
CONCRETE PIPE UNDER THE ROAD, THEN TO AN
UNNAMED TRIBUTARY OF LIVINGSTON CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER. INDUSTRAIL
ACTIVITIES IN THIS AREA ARE LIMITED TO PARKING FOR
TRAILERS TRANSPORTING FINISHED PRODUCTS, AND MILL
ACCESS RAIL.
BASIN J IS LOCATED SOUTHWEST OF THE MILL. IT
COVERS ABOUT 1.77 ACRES OF LAND, ALL OF WHICH IS
GRAVELED AND IMPERVIOUS. STORMWATER IS DIRECTED
ON THE WEST SIDE BY A RETAINING BERM AND ON THE
EAST BY A COLLECTION POND, THROUGH CHANNELS AND
DRAINAGE PIPES TO AN UNDERGROUND PIPE THAT
RESURFACES AND ALLOWS FLOW TO MEANDER THROUGH
A WOODED AREA. FROM THERE STORMWATER PASSES
THROUGH CONCRETE PIPES AND TWO COLLECTION PONDS
TO AN UNNAMED TRIBUTARY OF LIVINGSTON CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER. INDUSTRIAL
ACTIVITIES IN THIS AREA ARE LIMITED TO MAINTENANCE
EQUIPMENT STORAGE, A TRUCK WEIGHING STATION, RAIL
LINES FOR INCOMING WOOD CHIPS AND LOGS, RAILCAR
REPAIR, AND MILL ACCESS ROADS.
BASIN K IS LOCATED SOUTH OF THE MILL, NEXT TO
BASIN P. IT COVERS ABOUT 1.40 ACRES OF LAND, AND
ALL IS IMPERVIOUS, STORMWATER IS DIRECTED VIA A
RIP RAPPED SWALE TO A SMALL COLLECTION BASIN
AND THROUGH A PIPE UNDER THE ROAD. OVERFLOW
PASSES THROUGH A PIPE UNDER THE PASSTRACKS TO
THE UNNAMED TRIBUTARY OF LIVINGSTON CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER. THE AREA
CONSISTS OF AN ACCESS ROAD FOR UTILITIES AND THE
RAIL PASSTRACKS.
BASIN L IS LOCATED SOUTH OF THE MILL NEXT TO
BASIN I. THE AREA COVERS APPROX. 2 ACRES OF
LAND, ALL OF WHICH IS GRAVELED AND IMPERVIOUS.
STORMWATER IS DIRECTED VIA A CATCH BASIN AND
CONCRETE CULVERT TO A COLLECTION POND, WHICH
OVERFLOWS SOUTH VIA A PIPE UNDER THE ROAD TO AN
UNNAMED TRIBUTARY OF UMNGS70N CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER. INDUSTRIAL
ACTIVITY IN THIS AREA IS LIMITED TO PARKING FOR
TRAILERS TRANSPORTING FINISHED PRODUCTS.
BASIN M IS LOCATED NORTH NORTHEAST OF THE MILL,
IT COVERS ABOUT 1.36 ACRES OF LAND THAT IS ALL
IMPERVIOUS, BASIN M INCLUDES MILL ROADS, A
FIREHOUSE, AND A CONTAINED METHANOL STORAGE
TANK. THE BASIN M OUTFALL FLOWS INTO THE RAVINE
AND ON TO THE CAPE FEAR RIVER, OUTFALL 2 RUNOFF
IS NOW DITCHED TO THE WTS.
OIL PIPELINES TO DOCK
PROCESS WATER
(COOLING TOWER)
WOOD CHIPS, HYDRAUUC OIL
AT CHIP DUMP HAS
CONTAINMENT
WOOD CHIPS
WOOD CHIPS, HYDRAUUC OIL
AT CHIP DUMP HAS
CONTAINMENT
POTABLE WATER, ADJACENT
PROCESS WATER RESERVOIR
ADJACENT PROCESS WATER
RESERVOIR
NONE
NONE
NONE
NONE
NONE
METHANOL TANK (WITHIN
CONTAINMENT)
BASINS N - S CONTINUED LEFT
SIGNAGE, GRAVEL, RIP RAP
SIGNAGE, CONCRETE
CONTAINMENT, GRASSY SWAI
RIP RAP, DISCHARGE PIPES,
COLLECTION BASIN, CONCREI
CULVERT AND OUTLET PIPE,
GRAVEL, SILT FENCE, CATCH
BASIN
SIGNAGE, PAVEMENT,
CONCRETE OUTFALL, JERSEY
DIVIDERS FOR TRAFFIC
CONTROL, CONCRETE
CONTAINMENTS, ROCK FILTER
SIGNAGE, CONCRETE OUTFALL
DISCHARGE PIPE, SOME
PAVEMENT, JERSEY DIVIDERS
FOR TRAFFIC CONTROL, LINE[
DITCH
SIGNAGE, OIL/WATER
SEPARATOR, DRAINPIPES,
CONCRETE CONTAINMENTS,
COLLECTION BASINS, LINED
DITCH, RIP RAP
SIGNAGE, ROCKED CHANNEL,
ROCK CHECKDAMS, PAVED
DIVERTER, GRAVEL, PAVEMEN-
CONCRETE CONTAINMENTS,
FENCELINE ROCK FILTER AND
FRENCH DRAIN WEST OF CR
94, CONCRETE U-DRAIN,
SWALE, AND CURBS, ROCK
FILTER, RIP RAP
SIGNAGE, PIPED OUTFALLS,
COLLECTION BASIN, OIL/WATE
SEPARATOR, PAVEMENT,
CONCRETE CONTAINMENTS,
CONCRETE DISCHARGE PIPES,
RIP RAP SWALE, RIP RAP AT
DRAINPIPE
SIGNAGE, GRAVELED SURFACE,
ROCKED OUTFALL, CONCRETE
PIPE, RIP RAP SWALE
SIGNAGE, GRAVEL, CATCH
BASIN, CONCRETE FLOW
DIFFUSER, DISCHARGE PIPE
SIGNAGE, RETAINING
BERM,COLLECTION BASINS,
CONCRETE PIPES, CATCH
BASINS, MEANDERING STREAM,
RETAINING PONDS
SIGNAGE, GRAVEL, RIP RAPPEI:
SWALE, CONCRETE PIPES
SIGNAGE, CATCH BASIN,
CONCRETE PIPE AND CULVERT
GRAVEL
SIGNAGE, GRAVEL, PAVEMENT,
ROCK CHECKDAMS, CONCRETE
CONTAINMENT
MILL PLOT PLAN
STORMWATER BASINS
G GENERAL REVISION /18/12 INTERNATIONAL PAPER
F GENERAL REVISION 12/29/10
E GENERAL REVISION 12/21/10 RIEGEL WOOD MILL E
D GENERAL REVISION 8/18/10 PROJ ENG: WAC SCALE: 1` = 200' DATE: 8/29/06
C ADDED BASIN DESCRIPTIONS 13/08 DR BY: CEW SHEET 2 OF 2
ADDED AREA 1 8/28/07 CK BY: APP BY: DWG N0: REV
A S � PLANT ORDER/WORK ORDER A 3 3 O O 1 7 r
NO REVISION DATE P❑ / W o l�

I I
] l .� I - � j i l
jlji
tv
IV
Ill 5: It'
6 8 .�q, N-1
,01 fir�N
ir ME,
9]
m -
L. " $,L, � -- — -, �. CA
ED
x, c,
- �i ic-
Ap
r� P P tl ii� 4
2j I;. A
4A,
IT
in
2j, ED
Lof" ZJP.4
�!L, N 9 " -c�a - -.:, it , . i— .c
LC
�7 I
CI
IIE
43
ei,
U, u
41
ILI
T1
FFL I a:
P Fri
p
ft
N
,Im

�m(D S� CmO ('y/T� Z F H T} CSaLi
in
z
x A z
m
�
a)
N
O
o c
c �
D m
r A
rn O
T
-
n
rf
O_
N
D)
N
S
07
7
3
-S
G
(D
N
(D
'0
r0
(D0)
O
3J
}
(D
N
N
,0.'
N
X
1
r
N
?
C
O
3
O
Vi
+
"a
0
O
O
r=-f
rm-Y
(D
CL
O
:E
•G
N
N
_
u
n
3
O
O
O
O_
a)
(D
N
O_
O
r)
0
O
W
W
0
F
CL
O
<
N
C
N
PD
ti
D)
(D
O_
0)
'O
'y
-1
(D
N
m
_
N
S
N
tDir
z
}
in
m
(D
0-
n
0
0
O
O
0
*
v
3
D
O)
Q
D)
n
(D
3
cl
3
O_
z
7
�
O
N
t
N
(D
r
G
O
-4
z
D
O
O
(D
O_
O
w
(D
O
z
O
(GD
N
lD
L
D
n
G
(D
n
3
d
r
r!
N
(p
W
D]
7
'a
?
(D
D)
(n
O
3
Q
7
n
0
-I
S
S
N
r'
,
s
3
o
(D
i
O
O
C
T
3cu
N
O
,D
7
S
.O-r
rD
trn
3
a oA
O A
n O
a
r- O
c
s M
D w
Q
Z m
N
N
n
(D N
A
l
n
D
F-
M
I I
N
0
0
0
I
m
N A D 'L O Z Y
N
Z
O
C
N C
F
N
vaw vaw vnw vaw vaw vaw
W p w NO N N N N p N N c
V N N N OAi� W a `
-1 -
� � S
i 2 Z
F�
�rn�f A -� `` m(*� ny pp pp pp pp N U
OA.ZDI➢N n�(I*CDO�ADOO.Z�1ZFcyi1 y�f�T7 'O �(D-n (A+tM VDID ONp(Dn(Dn (�*i M0ZA00 Ap�1 M DP' �(ArI➢Z ZdmO(AT1�mN
n z-c�J _ QQ
m��yZ os2�` nzo�npz zy�mnz Qm?zFn>q yZZ fzmn' 6nuI(na z zn i co2"DZ'..$z
azn-z+mm�r zN NN>mcgnrzi- m Pxzp A rm- FnpQ Z...(OPt_AOMMC>m �$�'�v gm rzn `�'("r^ y�ppo <-zpN��"pc ppOnppz
j0m(On�O2N �ZrM ZO ZIZ boy V1 yO➢DT/ZN pOZN- DT-i V) (Onn mn Dr' --Of nm[A m D((rr��A�-��DmN
T]a mrM• mp D y (((..��o �aU$IA�mr A(nr mZ �OEa0 r S{n SZ�% (n npp �Aq-Z1 (pC/ID
tO Z*)D➢rt`Eo N�Om AZT D o`-Dp R�nn D � �F CO p.ZOlnm O� ODmZ prmc➢)OF�O vzip I+I •Z�72 m zn D
n _y0O y>m 'DNyC vc>mn Ci [J7c 'o •-.� Appa ��M7c D �( 2D�(nnn ocn -iT ➢ p� �pN�ND
>ns-nmz y Sym D:(1GJDS�.) L�' -'m AN Z G(-IT �ZA Srn�f*1D ApNs m Zy .RAIm D m�
_ D(n U-f1�➢2 2 O m y n .D--1 mrznr O (p� o1S�1 (y--
ZONNZN Z(A(ii��C7 AC� z(N/l ayry OmO --1 .'D T.O�O (I'•'- (➢11Nm '�OD� DOD DOZN ODCm�(n_ZO MpZ i]Mmm Is0 Z
8=my 2nm0 pq➢jZmA��npmCa Dmm-gip rpm Z y��mNo tzp SD�m�N�-O C �➢mnnDDL7 zcl
nn �N C) c m mOp_a mc�A cnN2L Mny (nNA N�-Ay SgC rn ADm d z-yA z�OZn AqD
mm�'P (�An m zyy -�r�+ y -(----f1 Acn rrgo Dn_A Dmz ut pz(�( pppc�a A frl
~� OS V)tn S z(*1 CA O DON3]BN S Ov ZDa� O.'c-lCOpl+ln O ti� <VIZZO p� yyA(')n C m n� N
L Z A.-00 C m -+�ySn m OAO W Z C- o Nu AZOy O �n0 SDyN2ZnN�0 n
jO➢Z<O�pm mZOZ!"S [NifA�-� 5�-ON.��{{ mDA=ny�ZZ OyTy Am Sz(A��++m���DO mZ0z0�--1�(�+p
ZZY1P���y p-."O {/O{nVA �CD2-< Fn� mOFX 2 A a O S �-1g DSO �v Z��ln '-�( om�NDDi��
Afr�usm z DOm CA Om ..< CD(+l GZ �m�y2 p mr D zDx
Avr`ippo poZ (.n �a �N T-.0 n ➢ZZ• (+� O Mn �2o rl
�= py O z Ovy�Z gvC O�O i.ZmJmr �ROo mOm mszn (A ' Onm npmp cwD OmD UIR40 rm mpD d
n fTloy2 A Co_�c+7f lnAn m Am V)FS¢ m O^t r m'9 D0� V)- AOZz CnDDCIn yD(nz Dm�Z R����ii11CN Z
�pmm pnpp N.2DiCQ � �y Amm MAg DN nAinA �2�O g�QD �Pz•1 CngEg Z=mZC O-,� Om. a1 � ��0 (.i)
p $Z Z$V)mN p r.7 TI
3 =o��� x z(p� E"vM)c'� ^i Ai-¢sg`�(-u+ Av"i Fizoc�n'$ =(�D�"z�c��M:Em�o� nzKommmmc, xv
=y'-mnAmOr�Z mf➢"ZOZ OE2 y? N� 70 RO D o1=iD Z(�j)�roin�s o0 OC MiO/1 D.TO10 5M� voz Q�opin x�
�� AF A yo (Am oAA o� r4'iZV z 5Z mQf�D y� Z2� AM8�N��im�F
a m D z- N
W
I
I
n
n
�
D
=
Z
N
n<nQA<12
�miEz
(ns(d
�zz
oo�
yox0
no(n
Z�z
ng
g z
���n
rnpcD�
�3z
c�Az
amn
ya
-_i r =n
�"
=m�
r 9 nn
nDyn
E! 'O m
m
Z = i m
Z> A>
QA
`T'`
MA
.rr:
mo p�
(Z'�
Z+�.
W MMA
-yD
Dry
y
moD
nZw
O n D
-+nD
A
-'rnD
A
z{am
-rim
nm�
mbar,
o
n
D�(cn
-zi r�•,p
On
�m��
.Sn Z
On
O AA
.aCmy
O
m
Nn
m-rmr ym
m
:r-
n
n
n
n
G
ri
m
m
ri
U
Z
Z
Z
Z
M
m
m
m
m
CD
M
;:0
:::u
::;0
n
G_
,�
Sn
�..n
r n
Cn
rl
O
O
p
c)
-
CA
2--
73
U
CN
�\
OO
V
CO
\
OO
d
N
OrS
CO
M
z
—
G
rrrl
n
7
L
❑
T
A)
H
S
F—
I
�1
O
D
V
�
Z
--I
(-
cn
m
cn
;
M
❑
,
1 V�
D
f
CD
c�
]>
y FU
co
'�' 1
M
N
m
p
n
m
�--wP.-._.
_-- _ _..._O A___.
,___-___._ _ �Q-?..-.
_. ___ _. -.____ mQ__.
__-..- __..--��j....
- _.... pip?
__ _ __-
__. .__. __ ___.._Oyo.CZA _.
(ter
-_-._Ovo-? Ova Z.P m ZA
.-__ -,. �.ZA
O
N
w O
N
N
N
N
. O
N
_ -.... ..
p
_ __. _ __ _m
..p-
v
N O
N
N
N N N N
N
N N
N
N 12
m p
Lq p
� W
A CN)•
(Li( CNn
Vr N
(..i Vi
N N + N
O�
A N
A N
N
W
f =
Z 2
ZE 2
Z
f z
� Z
::E Z
O� Ni (T�
2 Z :E 2
Eli G�
Z
(�
� Z
O� v
� Z
N tp
Z
�
ZO�mAmn(Dn
mm
�Z2 ZnMC3 ��
m r-
��ZmN-O-yymrnD
(r(r��.��. mm (+� �}
D r
(�<+� pp
n��-m1ZZ(MO � O."SCMnDD-(Dn UDI
Or DpOOD
mmccv�i�g
y �j
��i/jZ'OV��_
o P yy
-=;-O n�MDf*1��D_VI
yyam{{
�Z MO m(n72N.TpID��SyD
yy
Op�.Z)m ����DD mm
A0' wn2 2!MJ D
oo
DOJg2nnST8�2zyD
ACZC
�9L .-fSSOZ
� �mr("r�D Zr
YyCZ VMS! NAB
Dm��lz -Z1DOp�C jj,OjO
=O �im�C ZCOO�Dm PV1�
�m�RSj 2(�!-fDyy ZF�Z
Dm 3'.K:
�m JACMZ:Om
D.Op
O z
m�OCNj�C.Z�J�D�ZZ
ADD Vf=j2�(m/f �rZZ
GO>�(m(��zCm7�ZZ
um���Z
�Z�iZ �Dg OZ�OZ
�mZO<
p SU) ��
VI DID D
fnw .'2)A�
ZmDC mDm� m
vNi��C
(nma MM25RZ A.
A
O
r-rr0y
DZND�O�
'Z- A rnm O
D G)u1Sn47 AmmT
�n
D-CC G)y➢➢u) m
V1 aD rn (np
�
�mMRtRM(nONO
ANC N --I
m �O
myZn On T(n CZS0j
O�
a -Or�D-
U)��IO-
zF'~A-tnc�Fmr
�dSR Ax,S
ZOn�-Q� bO�
O
��2� �nD pmZO �D �r
r�.�i �n
fm-m1�.Z01=�>���oDL]o
Np IAnN
Krn� mfm*i �ny�_-
y1 =i(
oFcnAD�mcI Mn-
z➢
-0 �mm�y n-
in
SAD 20�
Mn 70 �pN
O-
DOj�D:002PQ.Zlm
yO((Tn�cn p
_
mmrqD��r
m� DZm��
Z --Impr-� Dpp
Jyr
D yOCS VI Sn0
VfZK ypp Z
ny y Z'Ll➢I+AtpyOCO
mC�
D ym'OO-imDO� OC]pp
t•�'I�Ova
Dr Dr
`Sm
y
OO ZmON �J r-�)yag Dr
nap
O �mTJC .Zl� y, r
ADn
AAn O� mR'V1
O ~�AOOd$0
-m �(3
fn� n1n5� l+r
pm2DA r
ZOO CZS g
AO yN qS-Ol
Z aar Z12N a fn w
O Oq0 D
-1 mq0�
V
Z
O(^npDO
z �yyDy
OGC n (i
In <m .Zl
ayZO mDy
ADp `� Op
O OCC
(Znzyy �SDDCt�1D
00 Omnm (n
zN o
(r-MDN----II OIAnDp FO��D
Z n rn Oc)
(n yl ocmF2 D a
..O- -( m �) �.0-
Z p
nrpOVino
A- A
nAin
!nOZS mC.>m
Op� OZ
m a-m m0
Lni r<M O
m mC-!n n
CD
mDm O AOnp
A-OOnO mCop
NOZ m2 e�`n
F-.1D-i3JOC•
q�OpgO-m---r
O C Z pp
OCR O rn�yn
nMN �M .(per
r-I* CDD o
D W aO'-iA
O
�y
r� A A C Cp
O CS' Oa_�Zy�3C)
-iD
�ZA ZO �ny m
G']m0 2 �m0-(n00
m �I n
n
SC Aa
�T ZfTI -O2
O A �aZ-. f*1
Ap ass
pp�
.'DA .ZImy�] Dr+(
�m K�...(�OO
DSm Arras N A
nm� Dm.yN
Z 2--ii -a '"�nmA v
�)f*1 DO
OOjmm �mA v
V)-y DCO C mZzZ
SAZ�Dz O�ypN p�
mjm D p-yD
mz(�C Dpma
comw= N
Vf m O
Z ONr)(�
D Z
➢ b-� ~
-r=am--1
i�Z �f+� m➢DT)Vl ="o�
�C-!*iD
m A7)O mN S_�Am
CO
0(�x��O
'L T. mn SAS D
D n2Z" O C'mn
mUICS
X
Z D
21 pZ• n
mn
N
>>
�n�m 2r➢n AD
T� �1
oy
asm(nnWDA nFn�c
< K-p-I.O -y�i, 2Dm
(+7�NmU
t-oi "'rZ
Z
.y w0
m O
S CZ-
ZDyOp on N In
a�
(mnn0 'DnO
(
OF a
p
ymngC�-S{OZ 2�p5apyyN
�.ZDI �N�C
ZmmC7 p�7 C
ZDZ m O
.Zl'-Z O
-OI m
_nm
mC yOyoor-
z r
mA OZNK
In0 ➢ O ➢m _.
D'�
n Zgy� r(Onr mA 2
�VI-= :il<
(r�
fN'1 .my0� zDa�Om
m0
`{-(.�Z�C']as `'A-nCZ_°.�mJ
o (�r�
Ca')O�TpH�
r^1-n.Zi cn ^'Ocm�� ��
Cp
-(m A(^?
AX
Njm �O Cq
p
Nm
Q2 m�ZDm�
�i(
mCmZ 120A('s�
>�Z
ZrmnG
inCI*Ni�o~m-�O�zoC n'�
rDT,�O�ACgO��
p
m�ACDAD wmmD!nb�]
:L]
ra*ApL C:Z70��Do
n�Z ���ln�0
( �p
!-' ZOD ZZpm =m�D.T1
-( yZ
=`.'n
��ZC
A x
ZCm'Un�'SO1 (An
5 S a
O �1Z.A �+D
CAN��ZA.TDl ,(Cn (Arnj)S
A „ �+ o
nnmm D�
�D
z A rn
S O
.DVO
n
c�
mpo2:�Z
._ C D A
+� a c y2
[�
CC'�
n f*1
ATr� MWEi
Qz •'V
m
Svr
VI Om
A Pmtnz
tn� Z�Oy` a
�( mrr r'�i O
D o O
m0�
02'A p0=moA• N�
�y
m vz •nV1 Ut
N rQ=M in Ar-SnC-O
�1
n.�ms0(�
p-OD qi
N nNZ
AOS%Am-12 (n
A N-,mA' m
Nz
m(nv DZ
�R<ip O nN
Qo
pmmv-5.Q�O
ADTrmO Wx
�Aznn��Yrm
Ln
21+1 nA
�_Acc5�o
=tnm��p mmm-0AS
czi C =
'lD<NO V1 N,�n N
Z 00(T1p D A�
om.
O D
CATO �O In
npe¢1p�yA5 Oi�4�z
2C➢ O OOmm<n Or
�< y
vqm-ID.�'*I
aZ)Z' n
+r C]
V��o O r Oo
�-yy
KZ A$eaNm
AO�m�Qj
M-A-C=ooyn�Ap�
A�cszx�('v ��
z�
� fog�y.( gym (�i�'�Dm
nvmm��m
z2
�GS]cm)ao-M^z O{-c(N��
n=m�g���--1 z���.(
m)z�vnrpJ<�om
TR�z6a�m �<zm�oRm�
=zi?s�(ppnrn�zvMmR
�DO''�
AozF?
c ZpSZ �lpn
oAr."�'A�Z20 N�
C."SI�mO j�m�
OZyAOz]O �zO CmY[�o�
OO <AmZ Nxo AD���
oOiTZO
2A`Dz, V)Z
���+to':�mr'r�CNmDDNO�
na �.(Zg�=�Z
O�nmNC>Z
^' OZEYNOA�a �nA%Am
Dr
nZ, om �M>Sm�P1+1vm
➢Nn Off-' Jm
-mm AMM N�-A/(.Cny
O O�`z Cp•
rn�Ca]r�'m�nm
m�>n�
�n'(R�1c
O
aOrv--���
Cj .ZDlzmm ZmgaF
C�zNOO n�F
vn�'"m
QA-Gan�yy F
y mn(-
`C?�nr-
�S
=yDmn-�D� O(n
imvn�l
-IS(�/ f*1 ➢Nr
pR1ILA ZOZZ(rr r r
O �ZDrn {DyN A��
-(
O S(�i .ByDO(D�K
�-I nv�CA.bF
C'�mN Z�y�DZNfr
O�OQn
F (n .$n Sa
�y
ynZC�.'Z)• �A z
rnm(*�
O CCZ(.x(� Z
mm A1'rt
Gr07 (On3Z-ppmiFaO
V)y OZm� m2DNn�
V.
-i�OT.� `D�S1A
O.l7S(A�1➢m
ODD m➢��00-=C�Ai-
C-m CMi
ZJrp.Zlq "y
n�`Ggq
Dnp2 �lz�lrn zZ �(a')OZ
P y�ZO-r
m2CDTIZpOOON2
'L
AC-O/yZ A O
DCm7p ��D
p AZ --1
mZ�- ~��Z<rD O
2vi
�ZNV
"m
0.V OD�Z�7��
Qr
(nD mbAm
Z 9j.r
�O-
V1�C y�D��RZI
D �m�-�
AZ1
n�m�o
(n� �m n-< � s
ZOAC mr n x (�
`t
D�O
�_D��Cf�tl NZ
�z D
O�SDOD
A .'OD `{ .Zl n�
D-��1n��15 (� �1+1
.TJD-�iy
:D➢ Nm
.TA-p0 a0O
Oa � y
a:il�n'+D< �
zM �rSQ Day
7J � o
aim-rAiZDy1'D ASgr
ZD ((��
yyzyZ a�
ZG' nO ND y mzz z
�]
n�(*r1� -iZ�0
DmmA<
NO0
Zm a Z
��F-i V�i �Z�10�3�
� � D -m
n
C y O�ry'X
Z 02 A `3N D DS -(
A D�1-1F�c-Oxm.�
� C nS Amy
A� mCCmJ
ppm
r0 m D Tlx
r Z y
mpp DD
C AAD DA
S mZ m
Ofl>'a1DD
AjDy A V
`�DOnA�n O y�
�CCmo�
f*i n
rD>>y��
C
OZm
-y 11ZC O
OaOy�Z DbO
r u�AyPomiy
AANC NZr�m
_ DDpp
vmr 5N0 ZZDO
S fTl
"0 n(rnSN
_
8
!'-ONO vK tiZm=�
y
z�( 21N+1O�f'l0
A�zF�D`r'�z �y
Dm[llmO�r--1
p`�
CD Orr -Om D�Nm
D�ZD OC(nm
F
O Z
yyAzrA
S D ZZ D�p
m
�O D vmZ
V pp
ZArN
y- y
2 Z
m
DS V N
�m Z-�
p Ozl �D p00
C N Om
(ODD 2ZNZ0
�a OmAO
T
n�V pD 4Q N
Z
�m
D
Z
m p
r O� om
O
F y
(Cn
m
pAn2
O O Z F
in in
['� zv
vD mm
o p
A N
N��
r � -< r-
vp
m
v
m
Am
rr]r
(per
Z
pz
Z
m
z
Z
m
pz
Z
m
z
m
z
g
rA�,j
AO-aii
`'F
g
D
'O
m
Amy
��
wig
��
p -
v
a
Z
G
C
Fri
�m
n
n
A
A •Z-1
Q
Q
r
Cl
S` a
<�o�
Y�
��
� D
mmomN
n Z n M 2
owsa
m N G7
vA�
A 00
nT.nn
vAcD n(nn0
M� O O m O O
z(n rn -invA
r `C A -O m 0 m 0 Lam")
~ r Z PI (n
O� D o C)
=i G]
n n� c� �
°q°.TOI C o �a
nn
f*1
i'h Z)
rmO
fTi
1*I[�
nD
m
(C(nn ZY
m
�
z An [Z')a m n
'D D m D
�m CZ] rnt n
o
DG�
i 1-3
rm
n M A n
<(n
S y s D DO�
n'A
z:zoo O�o[}jD
a.Ty]
ZCCCr AyZ
Ni l+t m a
S
m
Z p G)
r�* •
n
OIT
pp n
Z" 0
O'JZf�rr
(rl
�) n.
p
.Z-1 M
A
O
rAn n
V A > =y
m �
m r O
z -mi f�0 rn
zl ➢ n O fTI Z] m -
nm
ZI -i .
m mz ARl
.ZI
ZO mm
N
m y n
AODZ(Yj
.y =j -0
y
G
Z
n a
myZ �l .'O
O
D
11�
n
fZTl
O00
A
T(OjrnZ
n
p
Z n
0y
r oc
D
my
A
ZOI'Atn�
O m m 0 Z
n M-➢
i�
yA
n] T-i D
(O/1 m
fD+i n Z D O
QA
Oo
D n Z D ?C
A
D mo�g
0\
A
n� -a
mom -
yo.i7C�
0 Df�7
y0 Zip
m n i
.IZA�
Z m
(�*
NA' Z Z
D rasp
�frTi
D n 2 Q
Am IC �➢ P_(zn O
Nn � D
Z
paso (
Zf*1Inm
-
A Ay Ay m
T O N q A
m
n y
O n
9 A
n m G)
GA] T n
n p
m
-5 3] Z �'
V O N- Z'
- Z z i
((n� (
00
-( T r z
�m�• �iNm
(�-(-
n n D y
nm
Z
Um).Z7
Las
N
A `2 A
(n
C
S Am 2 y r0 n
AO Z O mA Z �➢ Z
Zm ��
zm
3
m
mz
v
�*(
A
m
mD
�m D
n➢� r�.,p m
O�
70
...
tiA�mS

NUMBER
OF COORDINATES
BASIN OUTFALLS OF OUTFALLS
A 1 34' 21' 25" N
AND
78' 12' 38' W
8
C
34' 21' 19" N
AND
78' 12' 32' W
34' 21' 27" N
AND
78' 12' 46' W
D 1 134' 21' 27' N
AND
78' 12' 43" W
E
F
L
3
3
34' 21' 25' N
AND
78' 12' 48' W
34' 21' 25" N
AND
78' 12' 4 3' W
34' 21' 26" N
AND
78' 12' 50' W
34' 21' 26' N
AND
78'12'51'W
34' 21' 25" N
AND
78' 12' 53" W
H 1 34' 21' 25" N
AND
78' 12' 53" W
34' 20' 55" N
AND
78' 12' 54" W
NUMBER
BASIN DESCRIPTIONS I POSSIBLE POLLUTANTS
BASIN A IS LOCATED NORTH NORTHEAST OF THE MILL. OIL PIPELINES TO DOCK
IT COVERS ABOUT 0.24 ACRES OF LAND THAT IS ALL
IMPERVIOUS. OIL BARGE UNLOADING IS THE ONLY MILL
ACTVITY IN BASIN A. THE AREA INCLUDES THE OIL
UNLOADING PIPELINE AND A MILL ACCESS ROAD.
RUNOFF PASSES THROUGH DRAINAGE CHANNELS UNDER
THE FENCE LINE, THEN IS DIFFUSED BY GRAVEL AND RIP
RAP AS IT SHEETS TO THE CAPE FEAR RIVER.
BASIN B IS LOCATED NORTH NORTHEAST OF THE MILL.
IT COVERS ABOUT 0.57 ACRES OF LAND THAT IS 60%
IMPERVIOUS. STORMWATER IS DIRECTED VIA A GRASSY
CHANNEL, DRAINAGE PIPES AND TWO CULVERTS
THROUGH A COLLECTION BASIN, THEN ON THROUGH THE
WOODS TO THE CAPE FEAR RIVER. THE AREA CONSISTS
OF A FIREWATER HOUSE, NO.5 COOLING TOWER,
CHEMICAL STORAGE AND FEED EQUIPMENT FOR
CORROSION INHIBITOR IN COOLING WATER, ELECTRICAL
CONTROL ROOM CR-94 AND A MILL ACCESS ROAD.
CHEMICALS ARE STORED IN NON —CORROSIVE TANKS
WITHIN SECONDARY CONTAINMENT, THE CONTAINMENT
DRAINS TO THE MILL WWFS. MUCH OF THE AREA IS RIP
RAPPED AND GRAVELED.
BASIN C IS LOCATED NORTH OF THE MILL AT THE
HARDWOOD DUMP. IT COVERS ABOUT 1.58 ACRES OF
LAND, OF WHICH 40% IS IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT AND DRAINAGE
PIPE TO AN UNNAMED TRIBUTARY OF THE CAPE FEAR
RIVER. INDUSTRIAL ACTIVITIES IN THIS AREA ARE
LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD. SECONDARY CONTAINMENT AROUND THE
TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT IN BASIN C ENSURES THAT ANY
LOSSES FROM THE TRUCK LIFT OR RESERVOIR PUMP
ARE PREVENTED FROM GOING OFF —SITE.
BASIN D IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&E. IT COVERS ABOUT 0.37 ACRES OF LAND
THAT IS APPROX. 24% IMPERVIOUS. STORMWATER IS
DIRECTED VIA A CONCRETE CULVERT, A PIPE AND LINED
DRAINAGE CHANNELS TO AN UNNAMED TRIBUTARY OF
THE CAPE FEAR RIVER RIP RAP PROTECTS THE BANK
ABOVE THE OUTFALL. INDUSTRIAL ACTIVITY IN THIS
AREA IS LIMITED TO TRANSFER AND STORAGE OF RAW
WOOD CHIPS, A FIREWATER HOUSE, AND A MILL ACCESS
ROAD.
BASIN E IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&D. 1T C9,&RS ABOUT 3.7 ACRES OF LAND
THAT IS 18% IMPERVIOUS. 5TORMWATER IS DIRECTED VIA
PIPES AND LINED DRAINAGE CHANNELS TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER. A COLLECTION
BASIN AND RIP RAP ARE ALSO INTEGRAL TO THE
DRAINAGE SYSTEM. INDUSTRIAL ACTIVITY IN THIS AREA
IS LIMITED TO TRANSFER AND STORAGE OF RAW WOOD
CHIPS, A WOOD CHIP TRUCK DUMPER, AND A MILL
ACCESS ROAD. SECONDARY CONTAINMENT SURRONDS
THE TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT. RUNOFF FROM THE TRUCK LIFT
AND MILL ROAD PASSES THROUGH AN OIL/WATER
SEPARATOR (OWS) BEFORE DISCHARGE.
BASIN F IS LOCATED NORTH OF THE MILL, NEXT TO
BASIN E. IT COVERS ABOUT 0.82 ACRES OF LAND AND
IS APPROX. 68% IMPERVIOUS. INDUSTRIAL ACTIVITIES IN
THIS AREA ARE LIMITED TO A MILL ACCESS ROAD, AN
ELECTRICAL CONTROL ROOM, CHIP SCREENING, AND
WATER STORAGE. MOST RUNOFF IN BASIN F PASSES
THROUGH A ROCK FILTER, A ROCKY CHANNEL WITH
ROCK CHECK DAMS AND IS DIVERTED TO THE
DISCHARGE POINT BY A PAVED DIVERSION HUMP
ACROSS THE ROAD. 114E OTHER OUTAFLLS DRAIN
THROUGH PIPES FROM A RIP RAP SWALE ALONG THE
FENCELINE . ALL RUNOFF IS DIRECTED TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER.
BASIN G IS LOCATED NORTH NORTHWEST OF THE MILL.
IT COVERS ABOUT 1.12 ACRES OF LAND OF WHICH
APPROX. 20% IS IMPERVIOUS. BASIN G STORMWATER IS
DIRECTED VIA PIPES AND A RIP RAP SWALE TO AN
UNNAMED TRIBUTARY OF THE CAPE FEAR RIVER. THE
WEST FENCELINE HAS 3 OUTFALLS THAT DRAIN
THROUGH GRAVEL AND PIPES. INDUSTRIAL ACTIVITY IN
THIS AREA IS LIMITED TO TRANSFER OF RAW WOOD
CHIPS, WOOD CHIP TRUCK k RAIL DUMPERS,
MAINTENANCE MATERIAL STORAGE, MILL ACCESS ROADS,
AND RAIL LINES. THE WATER TREATMENT PLANT IS
ADJACENT TO BASIN G. RUNOFF FROM THE MILL ROAD
AND RAIL AREA COLLECTS IN A SMALL COLLECTION
BASIN, THEN RUNS THROUGH AN OIL/WATER
SEPARATOR. SECONDARY CONTAINMENT SURROUNDS THE
TRUCK DUMP HYDRAULIC RESERVOIR, THE HYDRAULIC
TRUCK LIFT, AND THE RAIL CAR HYDRAULIC RESERVOIR.
THESE THREE CONTAINMENTS DRAIN VIA U—DRAIN INTO
THE MILL WWTS.
BASIN H fS LOCATED WEST OF THE MILL. IT COVERS
ABOUT 0.78 ACRES OF LAND THAT IS ALL IMPERVIOUS.
STORMWATER IS DIRECTED VIA DRAINAGE CHANNELS
AND A PIPE TO AN UNNAMED TRIBUTARY OF THE CAPE
FEAR RIVER. INDUSTRIAL ACTIVITIES IN THIS AREA
INCLUDE RAIL LINES FOR INCOMING RAW WOOD CHIPS,
AND A MILL ACCESS ROAD,
BASIN I IS LOCATED SOUTH OF THE WILL, NEXT TO
BASIN L. IT COVERS ABOUT 1.67 ACRES OF LAND AND
IS ALL PAVED AND IMPERVIOUS. STORMWATER IN ONE
SECTION FLOWS INTO A CONCRETE CATCH BASIN AND
PIPE, AND THE REMAINDER SHEETS ACROSS THE
SURFACE AND THROUGH A SLOTTED CONCRETE
DIFFUSION BAFFLE, RUNOFF FROM BOTH AREAS
COMBINES AND RUNS ACROSS A GRASSY AREA TO
ANOTHER CATCH BASIN THEN EXITS THROUGH A STEEL
PIPE TO A COLLECTION POND. THIS POND DRAINS VIA A
CONCRETE PIPE UNDER THE ROAD, THEN TO AN
UNNAMED TRIBUTARY OF LIVINGSTON CREEK AND
EVENTUALLY TO THE CAPE FEAR RIVER. INDUSTRAIL
ACTIVITIES IN THIS AREA ARE LIMITED TO PARKING FOR
PROCESS WATER
(COOLING TOWER)
WOOD CHIPS, HYDRAULIC OIL
AT CHIP DUMP HAS
CONTAINMENT
WOOD CHIPS
WOOD CHIPS, HYDRAULIC OIL
AT CHIP DUMP HAS
CONTAINMENT
POTABLE WATER, ADJACENT
PROCESS WATER RESERVOIR
ADJACENT PROCESS WATER
RESERVOIR
NONE
NONE
BMP's
SIGNAGE, GRAVEL, RIP RAP
SIGNACE, CONCRETE
CONTAINMENT, GRASSY SWALE,
RIP RAP, DISCHARGE PIPES,
COLLECTION BASIN, CONCRETE
CULVERT AND OUTLET PIPE,
GRAVEL, SILT FENCE, CATCH
BASIN
SIGNAGE, PAVEMENT,
CONCRETE OUTFALL, JERSEY
DIVIDERS FOR TRAFFIC
CONTROL, CONCRETE
CONTAINMENTS, ROCK FILTER
SIGNAGE, CONCRETE OUTFALL,
DISCHARGE PIPE, SOME
PAVEMENT, JERSEY DIVIDERS
FOR TRAFFIC CONTROL, LINED
DITCH
SIGNAGE, OIL/WATER
SEPARATO0, DRAINPIPES,
CONCRETE CONTAINMENTS,
COLLECTION BASINS, UNED
DITCH, RIP RAP
SIGNAGE, ROCKED CHANNEL,
ROCK CHECKDAMS, PAVED
DIVERTER, GRAVEL, PAVEMENT,
CONCRETE CONTAINMENTS,
FENCELINE ROCK FILTER AND
FRENCH DRAIN WEST OF CR
94, CONCRETE U—DRAIN,
SWALE, AND CURBS, ROCK
FILTER, RIP RAP
SIGNAGE, PIPED OUTFALLS,
COLLECTION BASIN, OIL/WATER
SEPARATOR, PAVEMENT,
CONCRETE CONTAINMENTS,
CONCRETE DISCHARGE PIPES,
RIP RAP SWALE, RIP RAP AT
DRAINPIPE
SIGNAGE, GRAVELED SURFACE,
ROCKED OUTFALL, CONCRETE
PIPE, RIP RAP SWALE
SIGNAGE, GRAVEL, CATCH
BASIN, CONCRETE FLOW
DIFFUSER, DISCHARGE PIPE

BASIN
G
NUMBER
OF COORDINATES
OUTFALLS OF OUTFALLS
34' 21' 25" N
AND
78' 12' 38" W
34' 21' 19" N
AND
78' 12' 32" W
34' 21' 27" N
AND
78' 12' 46" IN
34' 21' 27" N
AND
78' 12' 43" W
34' 21' 25" N
AND
78' 12' 48" W
34' 21' 25" N
AND
78' 12' 48" W
34' 21' 26" N
AND
78* 12' 50" W
34' 21' 26" N
AND
78' 12' 51" W
34' 21' 25" N
AND
78' 12' 53" W
BASIN DESCRIPTIONS I POSSIBLE POLLUTANTS 1 BMP's
BASIN A IS LOCATED NORTH NORTHEAST OF THE MILL
AT 34' 21' 25" N AND 78' 12' 38" W. IT COVERS
ABOUT 0.24 ACRES OF LAND THAT IS ALL IMPERVIOUS.
OIL BARGE UNLOADING IS THE ONLY MILL ACTIVITY IN
BASIN A. THE AREA INCLUDES THE OIL UNLOADING
PIPELINE AND A MILL ACCESS ROAD. RUNOFF PASSES
THROUGH A CATCH BASIN AND UNDERGROUND PIPE
UNDER THE FENCE LINE, THEN IS DIFFUSED BY GRAVEL
AND RIP RAP AS IT SHEETS TO THE CAPE FEAR RIVER,
BASIN B IS LOCATED NORTH NORTHEAST OF THE MILL
AT 34' 21' 19" N AND 78' 12' 32" W. IT COVERS ABOUT
0,57 ACRES OF LAND THAT IS 60% IMPERVIOUS.
STORMWATER IS DIRECTED VIA A GRASSY SWALE, 2
CATCH BASINS, DRAINAGE PIPES, AND TWO CULVERTS
THROUGH A COLLECTION BASIN, THEN ON THROUGH THE
WOODS TO THE CAPE FEAR RIVER. THE AREA CONSISTS
OF A FIREWATER HOUSE, N0.5 COOLING TOWER,
ELECTRICAL CONTROL ROOM CR-94, AND A MILL
ACCESS ROAD, CHEMICAL STORAGE AND FEED
EQUIPMENT FOR CORROSION INHIBITOR IN COOLING
WATER ARE STORED IN NON -CORROSIVE CONTAINERS
WITHIN SECONDARY CONTAINMENT THAT DRAINS TO THE
MILL WWTS. MUCH OF THE AREA IS RIP RAPPED AND
GRAVELED, AND SLOPES ARE ROCKED OR GRASSED.
BASIN C IS LOCATED NORTH OF THE MILL AT 34' 21'
27" N AND 78' 12' 46" W. IT COVERS ABOUT 1,58
ACRES OF LAND, OF WHICH 40% IS IMPERVIOUS.
STORMWATER IS DIRECTED VIA A CONCRETE CULVERT
AND DRAINAGE PIPE TO AN UNNAMED TRIBUTARY OF
THE CAPE FEAR RIVER. SOIL IS REINFORCED WITH
GEOTEX11LE FABRIC COVERED WITH ROCK, AND A ROCK
INLET PROTECTION. INDUSTRIAL ACTIVITIES IN THIS AREA
ARE LIMITED TO TRANSFER AND STORAGE OF RAW
WOOD CHIPS, A WOOD CHIP TRUCK DUMPER, AND A
MILL ACCESS ROAD. SECONDARY CONTAINMENT AROUND
THE TRUCK DUMP HYDRAULIC RESERVOIR AND THE
HYDRAULIC TRUCK LIFT IN BASIN C ENSURES THAT ANY
LOSSES FROM THE TRUCK LIFT OR RESERVOIR PUMP
ARE PREVENTED FROM FLOWING OFF -SITE.
BASIN D IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&E AT 34' 21' 27" N AND 78' 12' 43" W. IT
COVERS ABOUT 0,37 ACRES OF LAND THAT IS APPROX.
24% IMPERVIOUS. STORMWATER IS DIRECTED TO AN
UNNAMED TRIBUTARY OF THE CAPE FEAR RIVER VIA A
CONCRETE SWALE AND CULVERT, A PIPE, A SMALL RIP
RAPPED SETTLING BASIN AND A TRAPEZOIDAL,
CORRUGATED PLASTIC DITCH (SMART DITCH). SLOPES
ARE PROTECTED WITH GRASS AND ROCK. INDUSTRIAL
ACTIVITY IN THIS AREA IS LIMITED TO TRANSFER AND
STORAGE OF RAW WOOD CHIPS, A FIREWATER HOUSE,
AND A MILL ACCESS ROAD.
BASIN E IS LOCATED NORTH OF THE MILL, NEXT TO
BASINS C&D AT 34' 21' 25" N AND 78' 12' 48" W. IT
COVERS ABOUT 4.04 ACRES OF LAND, OF WHICH 25% IS
IMPERVIOUS, STORMWATER IS DIRECTED VIA A PIPE AND
DRAINAGE CHANNELS TO THE UNNAMED TRIBUTARY OF
THE CAPE FEAR RIVER. SECONDARY CONTAINMENT
SURROUNDS THE TRUCK DUMP HYDRAULIC RESERVOIR
AND THE HYDRAULIC TRUCK LIFT. RUNOFF FROM THE
TRUCK LIFT AND MILL ROAD PASSES THROUGH A
CONCRETE COLLECTION BASIN AND AN OIL/WATER
SEPARATOR (OWS) BEFORE ENTERING THE DISCHARGE
CHANNEL. ALL RUNOFF PASSES THROUGH PIPES AND
PLASTIC SMARTDITCH CHANNELS THAT EMPTY INTO A
SMALL RIP RAPPED SETTLING BASIN BEFORE
DISCHARGING THROUGH A SECOND SMARTDITCH. THE
SAMPLING POINT IS JUST ABOVE THE SMARTDITCH, AT
AN UPLEG WELDED ONTO THE OWS DISCHARGE PIPE.
INDUSTRIAL ACTIVITIES IN THIS AREA ARE LIMITED TO
TRANSFER AND STORAGE OF RAW WOOD CHIPS, A WOOD
CHIP TRUCK DUMPER, AND A MILL ACCESS ROAD.
BASIN F IS LOCATED NORTH OF THE MILL, NEXT TO
BASIN E AT 34' 21' 25" N AND 78' 12' 48" W, 34' 21'
26" N AND 78' 12' 50" W, AND 34' 21' 26" N AND 78'
12' 51" W. IT COVERS ABOUT 0.48 ACRES OF LAND
AND IS APPROX. 46% IMPERVIOUS. RUNOFF FROM THE
SOUTH FLOWS IN A CONCRETE SWALE, U-DRAIN, AND
RIP RAP TO THE TWO SMARTDITCH CHANNELS ABOVE.
RUNOFF FROM THE WEST FLOWS DOWN THE INTAKE
ROAD ALONG A ROCKY CHANNEL WITH STONE
DEFLECTORS AND IS DIRECTED TO THE DISCHARGE
POINT BY A PAVED DIVERTER ACROSS THE ROAD.
RUNOFF FROM THE ROADWAY IS DIRECTED THROUGH A
GRAVEL BED AND A FRENCH DRAIN TO A ROCK SWALE
WITH SEVERAL CHECK DAMS. RUNOFF DISCHARGES
THROUGH A PIPE THROUGH THE FENCE. ALL RUNOFF IS
DIRECTED VIA DRANAGE CHANNELS TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER. INDUSTRIAL
ACTIVITIES IN THIS AREA ARE LIMITED TO A MILL
ACCESS ROAD, AN ELECTRICAL CONTROL ROOM, AND
WATER STORAGE.
BASIN G IS LOCATED NORTH NORTHWEST OF THE MILL
AT 34' 21' 25" N AND 78' 12' 53" W. IT COVERS
ABOUT 1.12 ACRES OF LAND OF WHICH APPROX. 20% 15
IMPERVIOUS. BASIN G STORMWATER IS DIRECTED VIA
PIPES AND DRAINAGE CHANNELS TO AN UNNAMED
TRIBUTARY OF THE CAPE FEAR RIVER. THE WEST
FENCELINE HAS 3 OUTFALLS THAT DRAIN ALONG A RIP
RAPPED SWALE WITH ROCK CHECK DAMS AND THROUGH
DISCHARGE PIPES. INDUSTRIAL ACTIVITIES IN THIS AREA
OIL PIPELINES TO DOCK
PROCESS WATER
(COOLING TOWER)
WOOD CHIPS, HYDRAULIC OIL
AT CHIP DUMP HAS
CONTAINMENT
WOOD CHIPS
WOOD CHIPS, HYDRAULIC OIL
AT CHIP DUMP HAS
CONTAINMENT
POTABLE WATER, ADJACENT
PROCESS WATER RESERVOIR
ADJACENT PROCESS WATER
RESERVOIR
SIGNAGE, GRAVEL, RIP RAP
SIGNAGE, CONCRETE
CONTAINMENT, GRASSY SWALE,
RIP RAP, DISCHARGE PIPES,
COLLECTION BASIN, CONCRETE
CULVERT AND OUTLET PIPE,
GRAVEL, SILT FENCE, CATCH
BASIN
SIGNAGE, PAVEMENT,
CONCRETE OUTFALL, JERSEY
DIVIDERS FOR TRAFFIC
CONTROL, CONCRETE
CONTAINMENTS, ROCK FILTER,
RIP RAP
SIGNAGE, CONCRETE OUTFALL,
DISCHARGE PIPE, SOME
PAVEMENT, JERSEY DIVIDERS
FOR TRAFFIC CONTROL, LINED
DITCH, RIP RAP
SIGNAGE, OIL/WATER
SEPARATOR, DRAINPIPES,
CONCRETE CONTAINMENTS,
COLLECTION BASINS, LINED
DITCH, RIP RAP
SIGNAGE, ROCKED CHANNEL,
ROCK CHECKDAMS, PAVED
DIVERTER, GRAVEL, PAVEMENT,
CONCRETE CONTAINMENTS,
FENCELINE ROCK FILTER AND
FRENCH DRAIN WEST OF CR
112, CONCRETE U-DRAIN,
SWALE, AND CURBS, ROCK
FILTER, RIP RAP
SIGNAGE, PIPED OUTFALLS,
COLLECTION BASIN, OIL/WATER
SEPARATOR, PAVEMENT,
CONCRETE CONTAINMENTS,
CONCRETE DISCHARGE PIPES,
RIP RAP SWALE, RIP RAP AT
DRAINPIPE

STORMWAT -R RESULTS; FALL ZD�7 -FALL 2©15
BAN; i1 +1tiTICAi
F-TSU T�for R _r_e rrtat�v,� BasiT��
COMMENTS
Parameter (Permit Benchmark)
BASIN (BOLD),
SEMESTER
(F=Fall; S=Spring)
SOD (30)
COD (120)
TSS (100)
pH (6-9)
F07
3/7/2008
not tested
not tested
not tested
not tested
Drought caused late sampling
3/20/2008
351
2251
1931
6.8
08
6/21/2009
52
860
-4Hf
7.7
F08
11/29/2008
ill
1011
311
6.6
S09
8/12/2009
38472
24
7.5
F09
9/22/2009
2
389
141
8.0
S1D
10/16/2010
381
290
521
7.2
F10
11/4/2010
>38
474
228
6.7
S11
7/5/2011
no flow
no flowl
no flowl
no flow
Construction in area; no flow
F11
11/16-17/2011
no flow
no flow
I no flowl
no flow
Construction in area; no flow
512
5/30/2012
34
97
34
7.4
F12
12/17/2012
19
112
67
7.8
513
6/7/2013
4
202
202
7.0
F13
11/26/2013
13
117
32
7.4
S14
6/23/2014
62
248
102
7.5
F14
11

11/25/2014 13
144
21
7.0
S15
6/27/2015 21
148
5
7.1
Investigative samples
Sample at next rain event
E-SCP, 8/21/15 11
383/564
Quality investigation: samples at
ERWSCP,8/31/15
203/263
chip pile base & across roadway
samples sent to 2 different labs
F15
11/2/2015
12
131
7
7.5
Tier 2
1/22/2016
53
6.5
2/24/201611
1 731
7
STORMWATER RESULTS: SPRING, FALL
2015
WALYTiCA1 REfiULTS #or Basin T
COMMENTS
Parameter (Permit Benchmark)
BASIN (BOLD),
SEMESTER
(F=Fall; S=Spring)
BOD (30)
COD (120)
TSS (100)
pH (6-9)
S15
6/27/2015
23
194
25
7.6
Verify COD: resample 2x per DEMLR
Awaiting results from lab 8/9/15
Investigative samples
Sample at next rain event
T1, 8/3/2015
104
Quality investigation
T2, 8/3/2015
116
T1,T2 duplicate samples to Envirochem
T, 8/19
214
Small amount wood material @outfall
T, 8/31
44
Concrete swept
F15
11/2/2015
115

STORMWATER ISSUES
REIGELWOOD MILL
MARCH 9, 2105
AGENDA
1. Containeryard Sediment Control Project
Lotic Solutions
2. Basin E, T COD — Tier 3 Resolution
3. Inspect ground cover for closure of New Woodyard S&E permit

quality improvement. A major rebuild of bank fortifications in Basin 13 is in progress to restore
storntwater quality in Basin B. An intensive investigation revealed the source of the ongoing
problem, which was a damaged pipe buried from view under heavy riprap. Unfortunately, the first -
choice contractor for this project was unable to meet mill safety requirements. This caused some
delay while an alternate qualified vendor was hired. Repairs are ongoing, with positive results even
before completion. Monthly sampling will continue until runoff quality is within benchmarks for
three consecutive months.
Basin E
Basin E was in Tier 2 in the Fall. 2017 semester; with month]), sampling. Basin E results for BOD,
TSS, and pl-I remained within benchmarks. Intensive housekeeping efforts appear to be controlling
COD in Basin l=, and the most recent six samples have been within the benchmark of 120 mg/L. `I -he
conforming Fall 2017 results are 94, 101, 48, and 50 mg/L. This recent performance exceeds the
permit requirement of three consecutive samples within benchmarks, allowing. relief front the
monthly Tier 2 sampling obligation. International Paper requests that \CDEQ DEI.MLR allow the
facilty to return to semi-annual Tier 1 monitoring`t Basi I-. beginning in the Spring. 2018 semester.
Basin I
Basin I remains in Tier 1, Basin I BOD and pH were within benchmarks, but COD was above the
benchmark of 120 mg/L at 190 mg/L. TSS results were also above the 100 mg/L benchmark with a
result of 146mQ/i_. No visible cause was evident for the exceedances: however, in 2016, COD and
TSS were similarly high, and an underground pipe section was found to have separated. Pipe repairs
were made; with subsequent results within benchmarks. Because of similarities in the exceedances it
is suspected that a different section of the pipe may have failed. An inspection of the entire pipeline
is planned in an effort to investigate and correct these occurrences. It is our understanding that once a
benchmark exceedance is corrected and acceptable runoff quality is proven, as in the 2016
exceedance. that issue is considered completed and closed; and is no longer included when totaling
any future exceedances for Tier 2 and Tier 3 qualification. Consequently, the current benchmark
exceedances at Basin I, are considered the firstTier1 exceedances for COI) and TSS for Basin I.
.:.1 c�w••it3 '�� fie. e/•....., � c a}
Basin T
Basin T remains in Tier 1. Basin T results for the first valid sample of the semester show BOD. TSS,
and p1l within benchmarks. The COD sample was above the benchmark of 120 mg/L, with a value
of 188mg/L. Wood debris has been shown to cause high COD, and housekeeping in Basin T remains
intensive. N7easures will be reviewed with area departments to ensure that the maximum effort
continues in this area to remove woody material.
S/Groups/l nvirontmental/StorInwatcr/Reports/2017/Fal! 201 7/AnaVCvr Ltr

INTERNATIONALQ PAPER
RIEGELWOOD MILL
JOHN L. RIEGEL ROAD
RIEGELWOOD NC 28456
PHONE [phone]
February 6, 2018
Attention: Central Files
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Fall 2017 Semi-annual Monitoring Report, _ti'PI)ES Permit NCS000101
Dear Surface Water Protection Section:
Enclosed are two copies of the ball; 2017 semi-annual analytical monitoring report for NPDES
Permit No. NCS000101, issued December 1, 2014 to International Paper's Riegelwood Mill. Lab
results are included; as well as a mill stormwater basin reap. Analytical samples were collected on
7/29/2017, 8/5/2017, 9/5/2017, 10/19/2017, and 12/20/2017 for Basins B, E,1, and T.
Analytical samples were collected for representative Basins B, E, and 1, and for Basin T. Basin T
was added to the mill SWPPP in 2015 due to construction of a new scalehouse for wood trucks_ thus
there is no representative status for Basin T. As with previous new basins, full analytical sampling
will be continued until quality data is established, then representative status may be requested. Most
recent analytical results were received from the contract lab Envirochem on January 8, 2018, and
appear in the attached data table. Tier 1 valid samples are collected once a semester. Tier 2 or 3
sampling is required monthly; however, weather conditions sometimes do not allow safe,
representative sampling, and more often than not, rain falls in the evenings after work hours. Tier 2I3
monthly sampling will continue as safety and rainfall timing allow_ A rainfall log in the
environmental lab documents representative rain events.
Analytical Results and Corrective Actions
For the Fall 2017 sampling event, most lab results were within permit benchmarks, with good runoff
quality. Detailed information for each basin is outlined below.
Basin B
Basin B COD, BOD, and pH results continue to conform with permit benchmarks. Basin B was
under Tier 2 monthly sampling after high TSS results the previous two semesters; monthly sampling
began in September 2017, at the first sampling opportunity. In previous months the outfall did not
discharge. Despite some repairs, two monthly TSS results (September and October, 2017) were 178
and 590 mg/L, respectively, versus the benchmark of 100. These results may move 13asin B into Tier
3, with a total of 4 occasions of TSS above the benchmark during the current permit term; however,
the most recent sample in December 2017 was within the benchmark at 98 mg/E, showing runoff
S/Groups/EnvironmentaVStormwater/Reports/2017/FalI 2017/AnaVCvr Ur

I certify, under penalty of laxv. that this document and all attachments -were prepared under my
direction or supervision in accordance With a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquire of the person or
persons �who manage the system. or those persons direct]\ responsible for gathering the information;
the information submitted is. to the best of my knowledge, and belief, true, accurate. and complete_ I
am aware that there are significant penalties for submitting false information._ including the
possibility of fines and imprisonment for knovtring violations.
If you have questions or need additional information, please call me at (910)362-')309 or Wallace
Coverdale of my staff at [phone].
Sincere]\.
Gary'Morrow
Manager, EHS&S
Cc: Dan Sams_ N ilmington Regional Office
S/(-]coups/Ens-ironmental/StoTTnwat.er/Reports1201 ijl-all 2017/anal/C.-r Ltr

STORMWATER DISCHARGE OUTFALL (SDO)
SEMI-ANNUAL SUMMARY DATA MONITORING REPORT (DMR)
Calendar Year —SPRING 2017
Individual NPDES Permit No. NCS000101
Certificate of Coverage (COC) No. NCG❑❑❑❑❑❑
This monitoring report summary of the calendar year should he kept on file on -site with the facility SPPP.
Facility Name: _International Paper
County: _Columbus
Phone Number; (910)_362-4590_
Total no. of SDOs monitored 4
Outfall No. _B, I, T
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No x
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No x
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? NIA
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No x
A
Total
Rainfall,
Inches
Parameter, units
Benchmark
NIA
COD
BOD
TSS
pH
Date Sample
- Collected,
mmiddlyy
1Z 011.Q
mgll.
1QQma11
B.g su
B:6122/17
1.02
68
3
642*
7.9
I: 3/28117
0.2
105
17
96
7.7
T:3/28117
0.2
78
16
31
7.8
T: 6119/17
0.13
131 *
18
36
6.7
SWU-264-Gene6c-1313ec2012

Additional Outfall Attachment
Outfall No. E
Is this outfall currently in Tier 2 (monitored monthly)? Yes x No ❑
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes x❑ No
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? NIA
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No x
Total
Rainfall,
Inches
Parameter,
units
Benchmark
NIA
COD
BOD
TSS
pH
Date Sample
Collected,
mmlddlyy
0.2
1�2� mglL
133*
M—
28
10
8'-9 su
7.4
E:mgll.
3l28/17
E: 6/19/17
0.13
115
9
8
6.9
*Value is above the benchmark.
SWU-264-Generic-13Dec2012

I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person
or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
Signature
Date
For questions, contact your local Regional Office:
DWQ Regional Office Contact Information;
X9-I aVi[.I,.l. EGI0NAI.0rF1Ci:
2090 US 1 lighway 70
Swannanoa, NC 2K77K
(8-48) 296-4500
iRAi.,II(iH RTCiONAL OFI?.ICr.
3900 Barrett ])rive
Ilaleigh, NC 27609
{919) 791-4200
WINS7;<IN=SA'��FM REG10NAl.OFFICE
585 Waught.own Street
Winston-Salem, NIC' 27107
336)775000
— —1-- -- ---- ---
225 Green Street
Systcl Building Suitc 714
Fayetteville, NC 29301-5043
[phone]
W[A$tl lNGITQNIREGIONAi+TOFFICr.
943 Washington Scluarc Mail
Washington, NC 27899
(252) 94E-6481
-- NTRA[-. Or,FICI:
1617 tMail Service Center
Raleigh, NC 27699-1617
919807-6300
610 1.?ast (;inter Avenue/Stile 301
Mooresville, NC 28115
[phone]
I Wr� ILMINGT�[)N RI.G1f)iVAi.OFF1C[
127 Cardinal Drive Fxtension I
Wilmington, NC 28405-2945
(91 t1) 71)(;-7215
SWU-264-Generic-13Dec2012

STORMWATER DISCHARGE OUTFALL (SDO)
SEMI-ANNUAL SUMMARY DATA MONITORING REPORT (DMR)
Calendar Year Fall 2017
Individual NPDES Permit No. NCS000101
Certificate of Coverage (COC) No. NCG❑❑❑❑❑❑
This monitoring report summary of the calendar year should be kept on file on -site with the facility SPPP.
Facility Name: _International Paper
County: Columbus
Phone Number: (910)_362-4590
Total no. of SDOs monitored _4
Outfall No. _I, T
Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No x
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No x
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? NIA
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No x
Parameter, units
Total
Rainfall,
Inches
Benchmark
NIA
COD
SOD
TSS
pH
Date Sample
Collected,
mmlddlyy
1-0 mglt,
30 mglL
100mgA
8T8 su
====
1: 12120/17
1.07
190'
14
146"
7.6
T:712912017
0.68
188'
7
53
7.2
T:1212012017A
1.07
313
41
299
6.5
A2"" Tier 1
sm ; r t only
SW t1-264-Generic-13 Dec2012

Additional Outfall Attachment
Outfall No. —B, E
Is this outfall currently in Tier 2 (monitored monthly)? Yes x No ❑
Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes x❑ No
If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? NIA
Enough consecutive samples below benchmarks to decrease frequency ❑
Received approval from DWQ to reduce monitoring frequency ❑
Other ❑
Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No x n/a
Total
Rainfall,
Inches
Parameter, units
Benchmark
N/A
COD
BOD
rss
pH
Date Sample
Collected,
mmlddlyy
0.68
12Q mg1L
94
3a mg1L
19
1'qQ mg1L
10
8'9 au
6.7
E: 7/29117
E: 815117
0.55
101
29
4
6.2
B: 915117
1.46
48
7
178`
7.3
8: 1019/17
1.13
39
4
590*
6.6
E: 1019/17
1.13
48
5
9
7.9
B: 12/20/17
1.07
24
3
96
7.4
E: 12/20/17
1.07
50
5
4
7.3
*Value is above the benchmark.
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person
5WU-264-Generic-13Dec2012

or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
Signature
Date
For questions, contact your local Regional Office:
DWG( Regional Office Contact Information:
ASHEVILLE REGIONAL OFFICE
2090 US I lighw�ty 70
Swannanoa, NTC; 29779
[phone]
RALEIGII REGIONAL OFFICE
.1800 Barrett Drive
Raleigh, NC 27609
[phone]
WINSTON-SALErM REGIONAL, OFFICEa
595 Waughtown Street
Winston-Salem, NC 27107
(336)) 771-5000
FAYETTEVII LE,REGIONAL OFFICE
225 Green Street
Systel Building Suite 714
Fayetteville, NC 29301-5043
�910) 433-3300
WASHINGTON REGIONAL OFFIC_ E
943 Washinguoii Square Mall
Washington, NC 27989
[phone]
CT;NTR'A LwQFFICE
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone]
MOORESVILLE REGIONAL OFFICE
(il(1 Fast (:cntcrnvcnuclS�zitc 3()1
iMooresvillc, tiC 281 15
[phone]
WILMINGTON REGIONAL QFF_lCE
127 Cardinal Drive 1'?xtension
Wilmington, NC 28405-2945
[phone]
^7'a preserve, pmlect
and enhance
North Carolina's water..."
SWU-264-Generic-13Dec2012

i. 1 ii r i II iN I� I i l l 11
O
n�
r {, :{ ail
-l1 jl •. Ai I 1 �• I € Iwr F 1,lI �0
FI1. ' lil. I' ill., HIMlp. lel!I I ��
�1 � ��jlSljli���ljll fill�i�l�l Illr`1�1�11� f
# i ,ld.; I i. ri, I i, i 13, i1.111 c
�€NI•' NI+',i 1' 1€.. li! � dl•1� ilq�
III � 1111 iji jli ju e id Il it t
In
ll
—I Zitl.1ridjy ;#jPIT
ff i#11N41 '=INiNil i'd;llll` 111iYklii�lsi
�jj!
1 : f � `" 'i1�il lillil.� j' #N Ni 'l'I j•�lPj
+ � z � � � �+ �ii #I €1'1 di I'.,ll'1 1 � I 1 1•
y r �
O Q +` .a N� I•
I Is !i Iji
0
!+ I ,I'[i! ! l ' .r Pil ;i: ;•q 1i Nill !; Irllil#tl1#�!� ��ilijii —
li1 Idll+ 11 � '!if iiN 1ji,'1141�1��1y111
jll ell (`j, iN`• 10 +�I`r ��� i'li f 1`EI! d,jll!9 ��d �d•liir 111 iei'ijil �'! �i.11l�d�ir •Ill�lai
t' � 11li'! lil ill' i• 1s,lllli !. N1l' II. N€II i ' . N� i'iNll'N 1 1131y I
NA 11141,f 1'il r'i,i+ Il1N fl'•`P+ I�I€i1€II; sl 11j€F 11 11 si ,i Isjl•119 i'�`lli'1'11I 111rlfYi
p +• +1 1i1 � d1 I 1 ! s i d l�l/i I ! dl 1, r iii 1'1' Irll+iii
iii, liIlfi �F ll 19'1 jt� j•i+.NI d1il rdrji 1! 1 lit.
ll.i. id'ief
1 r li €� it ll 11

4
— ,
�7
x
:�����•`� ��... /// ��.. TRH ��
m
A
cc
ts� _i1
.•�• � `yr�' Shy} -'�' `'j,�Q�'
�,
Fwl- rv�.s.i,'i rb , ,..�0�+9o-+ra °i' 1 {. �'°1 04I-ry a Yvto
46 Cn � X G

y m o
�D SA �� y Z C -ni � O➢
�zo Ai1
tm z
1
1 x
1
1
x
'-aD1
�mQ
z O r
ram+
Y
n
D
F-
m
I I
FO
O
O
0
I
C
z
Q
C
Z
J
N
f
f
l
l
D O
C
F
W
m
cn
vaw �Du
Oo ZO? OOZO?
vaw
NOA
vaw
NOA
�nw
m Z?
O] Z?
oqz
OC)
p
N
N
N
O
f N
TIO
0
C W
N
N
N O
N -
O
C_
� O
Z
z z z
Z
z
z
z
>
N N
cnZr maT _m VlD m �] m
DOD Ln/,jZ �OCm�Otnn
➢m a 5-f �] m �-�➢ rim
n�mC DOi AmOZ �D-➢
DD r->mm
2 �D' A
nD m O-i V]
A D S A���➢➢
pp
MZOIOpO�mz Cn]Z�I fZ�1➢
p
m �OAOZOT�ZD �fZTID
Op
m- m T. o-
7 'nNZ�m A x V]Z Z
Z D O ➢ O A Z F Vf
ms� p OnT�pAZ
D N m m- V1
ZOrmDZ
m m (/i D r nr O Vi O In N
m D Z O 0 0 0 0 X VI
D m D Z Z m 0 rmrl x [n
AmZn I Cp W D> 1Z
O A_
pm
m D D Z m J] A
D r
m A r D 0
Fmi ZrTI>D DZZ
m A c> A T. "O
�Z2➢f0*100(mN>~z
m
g
D Vl
Zl Z y
y
m O Z--ir w
O Z A 2 Z
<n rr-m A Dm cn yCo 000JI
r� r Dm-
Z O00 V]rmD
p rn*m V1 N �� D p p0
C< «OA OOOn OOZ
OD ZZ> ,
ZJJ OOm O �� 2
m0
Z-<OmOA Z A D _
�➢
OD `� AAN
DAcnr
p m �--ii Mtn
Zl p
N O.yNO Dm!n
2 Z 0 N D
m�
Z O D ZS n
yn mD A D Fes'
O
D ti mmp AOmr
Z-y AT D Ar O
ym< O
mD z y=C)D r
<Zm OC A ri0
2
-y D 2m O rD F(nO
OZD�]
Z
Z D� VCCIymG�� O �r
m
➢�ns`i n
V-0m �Zm O D O��D
--IA mmmD
O
ZGO �OT.rn Z �0
'Z O mnq,O
V1 CJ t'�f 'A Zy Vl-ZO
!n O
D
tip
mmAZ=�
D CC) D z m ti -i
MDm D AOm
p
A N- A 0-1
m Z Cf*1
I
2 m g r o rn y
�Zm DDT - Am
m frl O (n =-1 n
<
D
O D m O
A
In
ZAZ
Z U l ➢ r<
= D- p
D D b mO�
a��Dcn
OtiQ ADm�
oAo�Cli7 Amro
yz<�xm vimc; m�
zmn{c� cn F�omcn
c]D� zpzi� mooamm_-
-�A�ooz
O
Fm�^c^
�om'� -'p zm
c'�DozD�nm�z
�oopA Om �2--zI
c AD m z
O
O
SOS
Z (/��pn <D ti�
N
mOn O Z ONE O O
=mD Q�-O
00 p �OS
W Z O.Zl �O W
�m1Zz�Z
m 2 �C'�p S+m�C+11 �CD
ySZ
p�otnD
�]Ay C00Z D O m
OVA O Z=
n�� A KO�
OXmy
OA A 0
ODO
rOr�r�l
rZ,imA
y m Z Z r A m T➢
z➢m cnm Z m A
A n A
�O V]A Z
om F
S
C Ortl
D p
�'n C D
Z] y D nO�rm D l�1N�
p
< Z :ilOOm�DS
OO�� O Ono ➢ tnA
OmmMr *D
-1
m0 S Z
Z �U] -D1Om
Z DO0 p r
A
OAT
D<2~ (n �r7
m'; n N
m O ➢ZZ m W D mmi
Z 2
00 n V mr� O mD
0AOA
yfilm
02 AAA
m�m m tnF
A� a r�
my O"�Ar
mo <z m K
Tmm D DOO
Zi OZ+
C OmZ om0 Z O
V 3:*2 A m O
�O Z
O
O
NmRI
s
0_
OZmA ~�
i.()
OrC*l Cym Z
8�
t/]A� Qmom ym� ^l A`
c] H D V l
DO mmOD
: 0 0_ A Z (! 1
Av y O AOm X
C7 1 =
y�ti Z mCr O�
n Z Z-
G�0�
�.'-']�_
r n O
�ZD m
_Fa�
Z�ZODF Om �NOA�
Ay Z
<<yn D�
A �A �y�rm DrT1
m m
Dz ANIT1m OC ��
D� (D]m
O D-i rml of
O� O Z(n0C Z m0
pSp
m C�m
m�
n
l+10 T.1rOmm S o
�O zs 0
.Z1
O 00-D{0s00 <O
DOZ O ZO nm
�pZ
m Oml 00T
r<l�A
:U �*l y'mZ
"'y m y
= D(G� [� A"l�Oc
O
M D
Oyo
�jy
Szo
Z
z
AO vmiF
z =N
Z S
D Z y
Nm;[]
m
v
z
m
m
p
m
fZ+]
O
CC
O 1
Q
CC
Z N
O
(n
O aEl
y
W
m
M
m
a
x
Q
r
i-
�
C
s
Z
N
roo�-i
o z
*mom
a
ococN-i
��
A
oc0�]
o
c�o0i
g G O
mm,
n
Tim
0➢D Gnu
�r mm
DmGn7
Z- m
Z
ON➢
CD
A
pOp
rK [[��
O.m
A
D
rm
Z
D
O Z m➢
-iZ j
g
Z
20
Mm
m AO -na
Om r
mm
v]
n prn�
r
AKp
?moo
mmmc
rm~+tr
n
`�'np
o f
oAT
z
arm- n
D
A
A
m m
m
m
M
m
m
o
r -1
Ti
D
0
D
o
a
n
m
z
C-)
FT-1
z
C-)
m
z
C7
m
z
0
m
rrl
o
r -1
1�0
rT1
:�o
M
:;a
rr
70
Uo
D
r
l>
r
D
r
D
r
D
D
cn
z
cn
g
>
0
F-I
V>
U)
to
0
z
0
z
0
z
0
z
Q
z
cn
IlS�_(7
OC
CD
\
00
N
N
r�r
O
�J
O
0o
O
O
O
N
z m
CD
CD
p
m
F
rTl
Z
—
O
o
m
D
O 1
H
F-
C) >
=
Fn
�
D
O
m�
I 1
z
1>
m
T
D^
ro
O
CD
C:)
o
V J
�1
Z
V
NCo
O
V J
C
m
\
�g
m
r-I
�.p OVO �I> OA Ql ZA z A zA
tv
a m A O OUi Cpa+ A tmi+ CU.+ (Nn (lUj U
ZE z �r+ml � Z F z g z
O<O�D mw DO<�D Z �r DD mC mDm-1 Dm.ZOi DZ�'] Om b D �r++llCnm DOO VI m tn7mm DZ ]>(nD m -i-1-Y -i tnm DD D �O -i COD ym
Z OZrmm nV D�mZ rmZOZ Vn]V� rZmmtn -wG mM==dmO A0* ➢ AD O D OO m ZOM Z �lMMn D D ZO •_timD SSAAm➢ ZO Z b2 2 Z;nm ➢
O T2� OZ <zD OAOZZ SL]Z A-ZZ D G =5z D oOc Z <m�' m➢� z zzmo CIA n ul to D O
m y _ O y -{ C rn D
W OS(<T� C���.Aj �- A(nC Z tmSD� �T ��c Z C TDmSm 1'Jz (n *�iOJti S�(J�Dc�_ �FZ Z DC A ''"OC Z Cn CEO nZ D Z_(��O �DtmJ A<O<z
O 2(n� A � � �DO m➢F yr NND Z Am y �� D ZM� C �m D m'tmrn N ` N am � om0 Am0RI Z �mr- m - ~ S �mf�I� OX fTl G7
Cl)�ZF v�FA o6mA�r nz znnN-Dcmm n A vF mD nm pma n s➢m-,Mm ��m �rz�mxzo�N�n
D �T p S C m- N Z r C A J- O D V
-y m D D r D y A VI C A m m r A m A 0 O O m r 2{- n D Z O fT1 -I r cn m. z a r o LJ m ti< p
m s D Zm m0 Z Sim pr- D O D y0 oxvi <no O-i y A m O-iZ C O D m0 -i ZDO 0O n r_ A r `$m AOray Dr
z O m ILiO n 0-011 po�OC c �LGSJiI!N A ]0[ZO Cf pOCC c� 00�0 m nm Z O,J]O-� n Z ~O mmr OOym 00 nr Z Ci-D O [n D S Cr)r�.l :V m m D Zm mp
�1 A(+StA l1!]D2m i mm Nm� D r Z D<n� p RAl➢O yn�p '-�O J-DI DGm S Amt A-DA fn Z C ].Nz1 D g0 0� O� D-p r r S➢m O➢
2 o nmGA� vl Dc�_!`*inm r-1*�no� A 9 2mAo�nz' om� �o <,Mv---,,m �
y m 0 0 Z D O b �O O N r0.1O ml"� ti Vl n r,AiO m m o F D p A D A K m O SL C C D 03 (i] .. m O b 2 D p r Z T A ti m D b of m -0
z m m�zZ Z cJ-DnO Or-ri�� O �] yy Dl] vCO opmp m D-1 Dy ti m�02 z pSpOoo Zm yny AZ Z DZ z n'Dm O Am D y� � Zm r �� Mo DCOO� D ANZ
m ��� nm �NmC➢DOO �C tnm�mpz 3CG OAb�7nl tmi] c�J] C mnC rA.iC OD m�Smp �'OIfOTIn�Oc�r... mrm �A"1 <O -ni Dr0~O
g� Dzc A= zC 5 �O<➢Vl A OCmvl `G -�� m�i cA mmZ O�*Al cn fn� TAD�l CmZ mO"lD AO<� ��Z D3:0DN-f z➢AOG NC mO-1
(n AF�Ovrniz =]m Or Dm mnO ory TOAD ny �0 OLL �m> O zmOmp12' pf+l �m rmzSl� Z�mm[n00 O O yrl<mp � mp2 ZZ �OR-�O m yen WAS
Vl Cm�mtirfm AT D- C TO 'm_ Dy mlN S D G)O 'mOf2mAW O,m 0 cl➢ >r, Z q A D V, AMA. Ifs
Ui fmm0� qA OOA-IC �n�A TASASr AO O� ��A (n �.'C01-IZ`r-1 m� A l/lD� X D� rn m' V Z-i _>p2 -1 mAA bZ DT ��y�Z bn V mOZ
rram_ yy _ V1 -i - 2y
O mDr jn5'1 �O<OSmiZ~Z Om A�r��Il�mO FQO �A z �mO A<ZO�OZ OO f O� .'LmlO <ZOm�DO DnO(m M A (n �]z�m ZO �30 Dm0 y m�yrm Doz rS
Zuni Om A S CAS DR- Oz-1. On�m OGO1mn o �O�O t/l c�OD� r Dz]�n V1� <A Z\r'; f�*I�Co ='i D
czzA mN- m�
~o op ��zm2om-nF zmpyAv� rL np�D xAD� oo_mmo�l�zo� F mnF c�~Dr �n£oo y r D- m r O_ y D m m Z A y J f D D Zr;
T_ D
Z D p= �xmTmzDvoz din oo- o z0F�z- rr oc nc� ap Ems' F- c_mn n mAr Any
Fy y D� u zc A� LmA m mmA00Z~Tz ��ia zmLTA ((omlm= s O�omT o Dmmc cpr-1 z oFnc,0 c xz %o= Un-> p rp�p
S ti OND Am X N rm �m O rr�l bDC n .m A2� r ND C Om GJ Amm rm m O „2- Zl r r O(n y AAm A m
<�� ��DAm DX A�y���m 2 ZOO �r AT. -�12DD SaN�SNAD X O D DSO �App m?; Dm OD<' i
lnm T.Z-1002 n00 Zm nmD <Zti D or. d m Z D rZr� A yy Z D Tl -f Z'00
CDC'] OD OZC TO On DTO� D �ti rZZA mT. �A-+�Omz� Zm DAp O -1 mZZZOy =➢nim�r5. Zr�+t D Z oo� < ➢Om
D n0 O D r mm0 V]ZOO �o D O
morzl F� D pp z �n_� Zz c Duo= �o n� o z i'vg
C m Z m O r m O O 2 m m [n F A D
m
Ti z m
Z
n
m
N
z n
r�
Z O Z DZZ D O m Z 0 O m O Gi .ZO1 A O O r�ri p
D T n m x 4nJ m n Z m Y G Z Y m '� D Z A n n D F Z
z�r'] r -"' nm' 2-Mom mom mom �mma� o
Knc] O m
Lg�o mo m rr r-i* o�
? OD �-n1 nA mZ mC?m nA j yA �pOA Z m
m n o
z••= m m O cmi ] 0 2 2 m m m n< _rrr l n Z A D o
m0 Z
O
O< Oz mm �1n m OD m O mmr�iz O T�
r r
0S Z m Sc n n D m Z~
➢ r
m Z m m m m 2 m m _ F
A T m- r mn
m� mo mm �.lm^ m
m
7
t,
q
T m p m D
LO
z
Q
z
c
m
F m
Z W z A m z A Z? m L? pVp z A W Z? Z A O C>
_ O _ O _ O _ O _ O O _• O O m O
N N N N N � N N N N
_O
Qi O ONi m CJI m CNii Ni O m Cn Z
D
F Z i f'�"I
y y y � Ln
�1 �Sn 0.1��➢ fTl Nam➢ D mm z �n= m DAB D➢ OO�nIm2A� S m� ,TDjO An=CrD D D AO�C] f� [7 t7 c7 y m Zl AC D ym
m r0rrr1l00 n CCTV.] O n D V Z Z 'A D y tn� Z Z m VI Z Z 00➢ r OZ n Z Z A I+O't cAii f�T �1 mO � O Z
D rC)GnAnG> AAmm D C Atn D FDV)�mAr�jm DGAOZ
<rZ•]2 rOmm2 Nf > y0_ _ o F C n AD m Z AZ n- 2 mmo p0 mmC O� D ZO�OO 6!'J o D o pV1yTl -y=rp5p ] (n Z � O D
O. �mm�D m r b -1� A A n TO�� NOKOm O� Vmi�mmOS mr�mN mAC� 30f O CZS ON Zp �mZrm O C 0� ymm0-C Ln-
' Dm O A D O Am n O ➢ A p nO gO �AOr 33. r Om2a m r y�y mD O y v] y Or O-lO O - ➢ Z V] cn
mA OOOO rmm00 O O C c' p 0 z O D� c nD A -o rm A p0 A �C O CO SZz zpn 2y OaN Dm p =C mm Dmr 'SJ
cTam3 "'AC my c m�mmc�zC' mom D oaA noon n��_���oQ n y mn nFy n mN on _
A� �] Smm m D Ox p �or�* p r�r -q <
n ZO 2O -'per p m Vl C= VI a (7 A <_ C m m F-:Z g> <d yr DO'O r Dmz do IT1 0�2 a m � f�*
- n D r V 1 m V I T yy D D O m `L y A C -1 e 4 m A l C Z A O 2 5 r r O m O i J O A n Z O p � M x m b D p m Z
rmm �bm m p A 00 bOO'C01 N m D CA inmm[D[�� OmCD f�r tZn O AOm N� C>�Z CS DC z C�rAn� O�pZQJ'1 �O ZOm m Z �r�xl J p O-Oz:-[im>ZO �
fTm DZ � ON = Cm Z C<nD -DDmR7 to W S A9j( mZ�m W� QrmCm�OT pP�ri mm3 M_ DZ Z OmZ Dm m(mj]An f'Sl pN2DPm ZCn'JA in
C z r r m
> O a A� m A0 n D O O A O � O O O O D p DA f'] O� p 0 A-� S C O O y sa� O O V1 n�� n� C m ZU� O � C� Z Qx Z n_ p�
T S Z T C A 2 A T 1 yy pp T I O O
Gxn'00 <0_< ATZ m�ON--11 2= O D z-Z �w (n➢r Z�CO� TIOZ Gym �A Z-< m nZZ�Zmnm OAO� mViZFD p00
s+ r~�1 t/] y A m -C V] r l/] D r�i A mA 2 m 30J �� ITj z a J� m A m w 2 A O � D m fl'1 mm CO 2� F= A m rn m D
�1j70rryFy--D A 00 m.m Cnm1 !Om Z «�rl �J `D,].Sy L']�')rm- �•tij Dm DN 00 �N �Im l-n1Am AZ.ZmI �j -i (/, _..� O�O r �'DC � M<D m M m nn _O rm
y�ZDm-CnD`/I A�� oO<rn�* eDp�>� r.*lm vzizzD D�z V''= T�"A CD'.� m mczi l2T1 zt�0z vni .Zn1 W nmC
D D Z �Z Z NDO r r 2 �p0 ZrO� v]mr y AK yA� AF AC O AS -V Ur �Oo AZ oC O S I.nO p Z
zro SSmmz nTZ �mz�DA-i�oD pmz �Ann lnWm�vmiz om�Dnnnrmp floor mg< �o nA zrD yO �C�D��'m �~ (n
zOZ Gm N D nSry n C O �� mz mOm x z]
friz CaD -rmOn ➢`2 D� znJDmmmOm D �➢D'l r D Z A O
n n A A>mo�on
ZD-m HVIZO�O �rn�o-�inmoZnr'-� roT�"'.nmZ�{*�ri-f m Z�ommD��2 y�ZO�AA00t�i0-� rr DmZ ti�
S rn0 m TmZF� D D� b m�O r C➢ rm 00 p [ m D'i'�o�v]m
Z O c p m z n u p 0 n D� Z� C to Z� �~ 0 r y m A O N Z�� C'> � 2 > m
m0 Zp m p D m5 �� m O Z A�2Y� OM F r�
coin gnu o zoo �� � v
Cn'm D=p
m v v m m- rn W
m
=a ��
vmio m y vey O �
c
n
r Z
"t Ul tD T 'm n p A [A O n n VI O 'm p n Cm D C] (n m G7 n n A n (ll SJI
0 O
�D mzz„<i c]Z
= nGrp = ��<mn O=-Z= nAcov Oct c�
A -rrT1 Q:il yam =nm nm �r�.l n� a�AOmD Zmr<*immna y
AD no n�IT�lm A �y ti- nZ Am ZO mmj ZfO,t m
-C OZ m�1 OnA m Or IT �Q =-� mc7 mrT �
A yD Anmf,O A O- r n�m0 ZO�OD yz VIZo
n m z o o a n D m o
n z n a T v n z p\ p z c< - p m D= z n
m m r M .� D rm- N p Z b➢ � Z rNT t m m A Om g y m z p� j@ x
A-1 �- � O (�� vM �'� v]pm OmTni
D m m m 2 0 0 m T rn r n A
O Z`� A�m <Z m� m ro �ti m OM
30m O� Z A D -f m nm�mD
z m r
o y oln � A < xm=Nrn- m