NCS000151_Arauco NA SWPPP 2019_20190524

Arauco North America Incorporated
Moncure, North Carolina
Stormwater Pollution Prevention Plan (SWPPP)
` 1jVJ

TABLE OF CONETNTS
1.0
w
3.0
4.0
5.0
MANAGEMENT APPROVAL
1-1
INTRODUCTION
2-1
2.1 FACILITY LOCATION
2-1
2.2 FACILITY DESCRIPTION
2-1
2.3 FACILITY OPERATIONS
2-2
STORMWATER POLLUTION PREVENTION PLAN REQUIREMENTS
3-3
3.1 POLLUTION PREVENTION TEAM [PART ILA.61
3-3
3.1.1 Pollution Prevention Team Leader [Part1I.A.6]
3-3
3.1.2 Team Members [Part II.A.5]
34
3.2 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES [PART ILA.11
3-4
3.2.1 Drainage [Part II.A.1]
3-4
3.2.2 Inventory of Exposed Materials [Part II.A.1(b)] and Risk Identification
3-5
3.2.3 Spills and Leaks [Part II.A.1.(d)]
3-13
3.2.4 Sampling Data [Part 3.4.B.41
3-13
3.3 STORMWATER MEASURES AND CONTROLS [PART ILA.21
3-14
3.3.1 Good Housekeeping [Part II.A.41
3-14
3.3.2 Preventative Maintenance [Part II.A.41
3-14
3.3.3 Spill Prevention and Response Procedures [Part II.A.3]
3-15
3.3.4 Employee Training [Part II.A.51
3-I8
3.3.5 Recordkeeping and Internal Reporting Procedures [Part II.A.2(b)]
3-I8
3.3.6 Non-Stormzvater Discharges [Part II.A.1(e)]
3-I8
3.3.7 Sediment and Erosion Control
3-19
3.3.8 Management of Runoff [Part II.A.2(c)]
3-19
3.3.9 Best Management Practices
3-19
MONITORING AND REPORTING REQUIREMENTS [PART U.B1
4-1
4.1 MONITORING REQUIREMENTS [PART ILB]
4-1
4.1.1 Semi -Annual Analytical Monitoring Requirements [Part ILB]
4-1
4.1.2 Semi -Annual Qualitative Monitoring Requirements [Part II.C]
4-2
4.1.3 Representative Discharge [Part III.D.51
4-2
4.2 SUBMITTING MONITORING REPORTS AND RECORDS RETENTION
[PART
IILE.21
4-3
SPECIAL CONDITIONS AND MANAGEMENT PRACTICES [PART III.E1
5.1 NON-STORMWATER DISCHARGES [PART IILE1
5-4
5-4
ii

LIST OF APPENDICES
A
Figures
B
Administrative Updates
C
Comprehensive Site Evaluation and Inspection Forms
D
Non-Stornaoater Discharge Certification Form
E
Personnel Training Records
F
NCDENR Permit NCS000151
G
Completed Forms
LIST OF FIGURES
Site Location Map
Site Drainage Patterns/Pollutant Sources
iii

1.0 MANAGEMENT APPROVAL
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 fine and imprisonment for knowing violations.
By; at it " L-
cure Site Manager
Arauco North America Incorporated
Date:
1-1

2.0 INTRODUCTION
The Water Quality Act of 1987 (Section 402(p)) requires that operators of
certain facilities which discharge stormwater associated with industrial
activity apply for a permit to conduct such activities. The Arauco facility
is covered under North Carolina NPDES Stormwater Permit No.
NCS000151. Part 2, Section A of the permit requires the permittee to
develop a Stormwater Pollution Prevention Plan (SWPPP) in an effort to
reduce pollutant discharge to surface waters.
2.1 FACILITY LOCATION
The Arauco facility is located at 985 Corinth Road, Moncure, North
Carolina. A site location map is presented in Appendix A as Figure 1.
Shaddox Creek is the ultimate receiving water for both of the stormwater
outfalls. One of these outfalls is located to the south and one to the
southeast portion of the property. Shaddox Creek flows south and west
into the Haw River approximately 300 yards north of the convergence
with the Deep River. The convergence of the Haw and Deep Rivers forms
the Cape Fear River. Topography of the site slopes moderately south-
southeast.
2.2 FACILITY DESCRIPTION
The Arauco site occupies approximately 433 acres, of which
approximately 11 % is developed with impervious surfaces (approximately
51 acres of impervious surfaces based on aerial information). Total floor
space is approximately 660,000 square feet. The Arauco site is a
manufacturer of particleboard and medium density fiberboard (MDF).
Industrial activities exposed to stormwater include truck
loading/unloading, waste storage, material handling, vehicle refueling,
MDF manufacture, and chemical storage. Normal plant operation is 24
hours per day, 7 days per week. Though the property is not completely
fenced, fencing does restrict access to developed portions of the site.
Outdoor lighting is provided in all areas where equipment or materials
are stored.
2-1

2.3 FACILITY OPERATIONS
The primary function of the Arauco facility is the manufacture of
engineered wood products. The facility operates under Standard
Industrial Classification (SIC) code of 2493 (Miscellaneous Wood Products
- Reconstituted Wood Products). The facility receives raw materials via
trucks which are unloaded at designated areas. Operations at the facility
include:
• Particleboard production; and,
• Medium density fiberboard (MDF) production.
2-2

3.0 STORMWATER POLLUTION PREVENTION PLAN
REQUIREMENTS
3.1 POLLUTION PREVENTION TEAM [Part II.A.61
3.1.1 Pollution Prevention Team Leader (Part ILA.61
The responsibilities of the Pollution Prevention Team Leader are as
follows:
• Responsible for the development and implementation of the
SWPPP;
• Maintain operational continuity within the plant shifts;
• Responsible for the retention and submittal of all pertinent storm
water documents;
• Responsible for the record keeping requirements of this SWPPP;
• Implement the annual Comprehensive Site Compliance
Evaluation;
• Implement future revisions of this SWPPP;
• Coordinate all training requirements associated with the SWPPP;
• Develop the required training program for all pollution
prevention team members;
• Maintain all records of training;
• Responsible for general facility employee safety concerning spill
response and clean-up activities;
• Coordinate specific employee training programs for emergency
spill response; and,
• Function as the Emergency Coordinator should a spill incident
occur.
Name: Yvonne Couts
Title: Environmental Manager
Phone No.: (919)-545-5848
3-3

3.1.2 Team Members [Part II.A.5]
The responsibilities of the SWPPP Committee Members are as follows:
• Follow all pollution prevention procedures outlined in the
SWPPP;
• Attend necessary training;
• Identify need for preventative maintenance as specified in this
SWPPP;
• Perform visual inspections of the plant during his/her work
hours; and,
• Assume responsibilities of Emergency/Safety Coordinator during
times of absence.
Committee Members:
Name Phone
Patrick Mays 919-545-5835
Alexander Hernandez 919-642-6630
3.2 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES
[Part II.A.1]
3.2.1 Drainage [Part ILA.1]
A Site Drainage and Potential Source Map is included as Figure 2. The Site
Map includes a list of all items subject to a storm event and other items
that may have the potential to adversely impact storm water. Areas not
paved are well maintained and have an abundance of grass growing
throughout. The north side of the property is bordered by Old US
Highway 1, the south side of the property is bordered by undeveloped
3-4

wooded area and Shaddox Creek, the west side of the property is
bordered by Corinth Road, and the east side of the property is bordered
by Shaddox Creek. Figure 1 is a United States Geological Survey (USGS)
topographic map that shows the site and the surrounding area.
Stormwater leaves the site via two open ditch outfalls that flow to
Shaddox Creek, which flows to the Haw River, part of the Cape Fear River
Basin. Neither Shaddox Creek nor the receiving section of Haw River are
listed on the 2016 303(d) impaired waters list, and TMDLs have not been
established for either waterway. The average annual rainfall for the area,
as reported by the National Weather Service, is 47" per year.
Outfall 004 discharges stormwater from the South Stormwater Basin. This
includes stormwater from the West Ditch and East Ditch. Collectively,
these ditches collect stormwater from the southern manufacturing area.
This area contains the storage tanks listed from 2C to 24 in the table in
Section 3.2.2.1, and identified in Figure 2.
Stormwater from the west side of the Warehouse, Particleboard Finishing,
and MDF 'A' Frame roofs drains to the West Stormwater Ditch west of the
Warehouse.
Outfall 006 discharges stormwater from the North Stormwater Basin. This
includes stormwater from the North Ditch system, and a short drainage
ditch east of the facility. Based on aerial information, the collection area
consists of approximately 74 acres, of which the wastewater spray
irrigation system occupies 39.4 acres, and the remaining area consists of
open fields and wooded areas, with the exception of the outdoor process
area and the MDF Plant. It should be noted that the spray irrigation
system is operated to prohibit the runoff of irrigated wastewater to the
stormwater collection system. This area contains the storage tanks listed
from HO-01 to 2200-TK-01 (inclusive) in the table in Section 3.2.2.1, and
identified in Figure 2.
The Right -of -Way Ditch collects stormwater from an eastern portion of the
property. This ditch collects from 11.7 acres along the roadside, and no
industrial activities occur in this area.
3.2.2 Inventory of Exposed Materials [Part ILA.1(b)] and Risk Identification
The facility has identified various areas of materials that are exposed to
stormwater.
3-5

3.2.2.1 Outdoor Storage Tanks
The facility has aboveground storage tanks on site that contain raw
materials and chemicals. The location of each tank is indicated in Figure 2.
MATERIAL
TANK SIZE
(#) gallons
CONTAINMENT
Outdoor Storage Tanks
2C - Thermal Oil
500
Secondary containment
6C - Diesel Fuel
500
Secondary containment,
elevated
Concrete secondary
6D - Diesel Fuel
250
containment, under
partial roof
6E - Diesel Fuel
500
Built-in secondary
containment
Built-in containment,
6F - Diesel Fuel
2,000
drains go to 2 fuel pumps,
water ttmt. room in shop
Built-in containment,
6G - Diesel Fuel
250
drains go to 2 fuel pumps,
water ttmt. room in shop
7B -Propane
(2) 1,000
Elevated
8B - Urea Water Salammoniac
Combined concrete
Tank
10,000
secondary containment
with 8C
8C - Urea Water Salammoniac
Combined concrete
Catalyst Solution
2,000
secondary containment
with 8B
12 - Gasoline
500
Double -walled, on
concrete apron
16A - Used Oil
500
Built-in secondary
containment
18B - Hydraulic Oil
500
Concrete secondary
containment
23 - Thermal Oil
330
Secondary containment
24 - Oil/ Water Separator and
55
Secondary containment
Used Oil
tray
HO-01 - Hydraulic Oil
540
Secondary containment
0340-FN-01 - Hydraulic Oil
200
Secondary containment
0370-TK-02 - Heat Energy System
10,500
Secondary containment
- Urea Tank
0370-TK-03 - Heat Energy System
3,500
Double -lined
- Expansion Tank
0370-TK-04 - Heat Energy System
16,700
Secondary containment
- Drain Tank
0411-TK-01 - Hydrogen Peroxide
(2) 8,200
Secondary Containment
92

MATERIAL
TANK SIZE
(#) gallons
CONTAINMENT
Tank #1
0412-TK-01 - Emergency Tank
5,000
0412-TK-02 - Potassium
350
Secondary Containment
Hydroxide Tank #1
0415-RT-01 - Reactor Storage
NA
Process Tank - Secondary
Tank
0415-TK-01 - Nitric Acid Tank #1
350
Secondary containment
0415-TK-02 - Oxydaplus C Stab
350
Secondary Containment
Tank
0415-TK-03 - Oxydaplus D Trival
350
Secondary Containment
Tank
0415-TK-05 - Hydrogen Peroxide
265
Secondary Containment
Tank #2
2160-TK-01 - LP Storage Tank #1
800
Built-in secondary
containment
2160-TK-02 - LP Storage Tank #2
800
Built-in secondary
(Future)
containment
2170-TK-01 - Diesel Storage Tank
5,800
Built-in secondary
containment
2190-TK-01 - Diesel Generator
400
Built-in secondary
Fuel Tank
containment
2200-TK-01 - Used Oil Tank
5,800
Double -walled
NA = Not Applicable
The facility also has storage tanks which are located indoors or under the
cover of a roof, or are out of service. That is, they are not a risk with
respect to stormwater pollution, but are included here for completeness.
The location of each tank is indicated in Figure 2.
MATERIAL TANK SIZE CONTAINMENT
(#) gallons
Non -Risk Storage (Water, Inside Building, Under Roof, or Out of Service)
OIL STOR. 01 - Oil Storage 55 (drums) Indoors
OIL STOR. 02 - Oil Storage 55 (drums) Indoors, secondary containment
1B - Urea Formaldehyde Resin (2) 20,000 Indoors, secondary containment
UN9188
2B - Thermal Oil 6,600 Indoors, secondary containment
2D - Thermal Oil 1,000 Under roof, concrete secondary
containment, manually pumped
3A - Hazardous Material and 55 (multiple Indoors
Waste drums)
4A - Oil and Grease 55 (drums and Indoors, floor drain and sump,
3-7

MATERIAL TANK SIZE CONTAINMENT
(#) gallons
jugs) manually pumped
4B - Oil and Grease 55 (drums and Indoors, self -containment in floor
jugs)
4C - Oil and Grease 55 (drums and Indoors, concrete secondary
jugs) containment
5 -Tank Truck Shop Oil (4 compartments) Indoors, concrete floor sump
250 ea.
Under roof, secondary
6A - Diesel Fuel
(2) 15,000
containment, empty by vacuum
truck, fill port inside secondary
containment
8A - Urea Water Salammoniac
(2) (empty tanks)
Under roof, out of service, empty
9A - Wax Emulsion
(2) 10,000 (empty
Under roof
tanks)
9B - Wax Emulsion
10,000
Under roof
10 - Clean Water Silos
NA
None (Water)
14 - Sulfuric Acid
330
Indoors
16B - Used Oil
500
Indoors
18A - Hydraulic Oil
500
Indoors, out of service, empty
18C - Hydraulic Oil - PB Press
NA
Within building - 7" concrete
building edge
20 -Betz Foam-Trol 305
2,500
Under roof, secondary
containment
21 - Hydraulic Oil
(new tanks, never
Never used, empty
filled)
22 - 55 Gallon Drums
(3) 55
Indoors, concrete floor sump
25 - Oil/ Water Separator
NA
Under roof, concrete sump
26 - Wellons Fuel Hopper -
NA
Under roof, concrete secondary
Hydraulic Oil
containment
27 - Ancool 3638
500
Indoors, secondary containment
28 - Caustic Batch Tank
NA
Indoors, secondary containment
29 - Potassium Hydroxide
NA
Indoors, secondary containment
30 - Centrate Tank
NA
Indoors, secondary containment,
out of service
88 - Sulfuric Acid Mix Tank
(6) 40
Inside building
HO-02 - Hydraulic Oil for Tipper
540
Indoors, secondary containment
OIL STOR. 01 - Oil Storage in
NA
Indoors
Drum(s)
OIL STOR. 02 - Oil Storage mi
NA
Indoors
Drum(s)
0135-HP-01 - Hydraulic Oil for
540
Indoors
Tipper - MDF Plant
0225-TK-01 - Digester Sealing
NA
Indoors
Water Tank
M-1

MATERIAL TANK SIZE CONTAINMENT
(#) gallons
0250-TK-01 - Squeeze Water Tank
NA
Indoors
0260-TK-01 - Process Side
NA
Indoors
Cooling Water Tank
0260-TK-02 - Cooling Tower
NA
Indoors
Chilled Water Tank
0260-TK-03 - Cooling Tower
NA
Indoors
Biocide Tank
0260-TK-04 - Cooling Tower
NA
Indoors
Corrosion Inhibitor Tank
0414-TK-01- Scrubber
665
None (Water)
Condensate Water Tank
0370-TK-05 - Heat Energy System
5,000
Indoors
- Thermal Building Vessel
0416-FL-01 - Reactor Storage
56,000
Indoors
Tank Filter System #1
0416-FIr02 - Reactor Storage
NA
Indoors
Tank Filter System #2
0510-TK-01- Emulsion System -
18,000
Indoors
Emulsion Storage Tank
0520-TK-01 - Glue System -
23,000
Indoors
Storage Tank #1
0520-TK-02 - Glue System -
23,000
Indoors
Storage Tank #2
0520-TK-03 - Glue System -
23,000
Indoors
Storage Tank #3
0520-TK-04 - Glue System -
23,000
Indoors
Storage Tank #4
0530-TK-01 - Scavenger System -
250
Indoors
Storage Tank
0530-TK-02 - Scavenger System -
Indoors
Transfer Tank
250
0540-TK-01 - Water System -
9,000
Indoors
Glue Dilution Tank
0550-TK-01 - Hardener System -
NA
Indoors
Batch Tank
0550-TK-02 - Hardener System -
Indoors
Metering Tank
?50
0830-TK-01 - Press Scrubber -
NA
Indoors
Water Tank #1
0830-TK-02 - Press Scrubber -
NA
Indoors
Water Tank #2
0832-TK-01- Press Scrubber -
Indoors
Dislodger Tank
NA
1580-TK-01 - Scrubber
4,000
Indoors
Conditioning Tank
1580-TK-02 - Calcium Hydroxide
500
Indoors

TANK SIZE
MATERIAL
CONTAINMENT
(#) gallons
Dilution Mix Tank
1710-TK-01 - Dirty Water Buffer
Indoors
Tank
500
1710-TK-02 - Screened Water
Indoors
Buffer Tank
500
1710-TK-03 -Screened Water
None (Water)
Tank
100,000
1720-TK-01 - Flocculant Tank #1
250
Indoors
1720-TK-02 - Coagulant Tank
250
Indoors
1720-TK-03 - Flocculant Tank #2
250
Indoors
1720-TK-04 - Screw Press Buffer
Indoors
Tank
500
1720-TK-05 - Screw Press
Indoors
Flocculant Use Tank
NA
1720-TK-06 - DAF Flocculant Use
Indoors
Tank
NA
1730-FL-02 - Recycled Water
None (Water)
Filter
NA
1730-TK-01 - Sludge Tank
4,000
Indoors
1730-TK-03 - DAF Outfeed Buffer
Indoors
Tank
500
1730-TK-05 - Overflow Tank
500
None (Water)
1730-TK-06 - Mill Water Pressure
Indoors
Tank #1
1,000
1730-TK-07 - Sludge Screw Press
Indoors
Buffer Tank
500
1730-TK-08 - Backwash Surge
None (Water)
Tank
500
1730-TK-09 - Sludge Press
Indoors
Flocculant Use Tank
NA
1740-TK-02 - Mill Water Storage
None (Water)
Tank
30,000
1740-TK-03 - Mill Water Pressure
None (Water)
Tank #2
1,000
2120-TK-01 - Thermal Oil System
Indoors
- High Level Expansion Tank
300
2120-TK-02 - Thermal Oil System
Indoors
- Low Level Expansion Tank
4,000
2120-TK-03 - Thermal Oil
Indoors
Storage/Drain Tank
17,000
2120-TK-04 - Light End Cooling
Indoors
Trap
NA
2130-TK-01 - Feed Water Tank
5,000
Indoors
2130-TK-02 - Chemical Product
Indoors
Tank
NA
3-10

3.2.2.2
3.2.2.3
3.2.2.4
MATERIAL TANK SIZE CONTAINMENT
(#) gallons
2130-TK-03 - Steam Blowout NA Indoors
Tank
2130-TK-04 - Condensate Tank 12 Indoors
2130-TK-05 - Condensate Blow 400 Indoors
Down Tank
2130-TK-09 - Water Softener Indoors
System - Chemical Tank #1 Brine NA
Tank
2130-TK-10 - Water Softener
Indoors
System - Chemical Tank #2
NA
2130-TK-11 - Water Softener
Indoors
System - Chemical Tank #3
NA
2130-TK-12 - Water Softener
Indoors
System - Chemical Tank #3
NA
2130-TK-13 - Water Softener
Indoors
System - Drain Tank
NA
2130-TK-14 - Water Softener
Indoors
System - Softener Tank #1
NA
2130-TK-15 - Water Softener
Indoors
System - Softener Tank #2
NA
NA = Not Applicable
Drum and Tote Storage
No drums are stored outdoors. Drums stored indoors are included in the
above list of indoor or out of service storage locations. Indoor storage
areas typically include secondary containment, a floor sump, and/or spill
trays.
Loading and Unloading Activities
Raw materials are delivered to the facility at Sawdust/Chip Truck
Dumps. For these areas, the potential stormwater pollutants are
suspended solids, and oil and grease. To minimize contact with
stormwater, hopers and conveyors in this area are enclosed.
Outdoor Process Areas
Process water, including wash down and fire water from the southern
(PB) portion and northern (MDF Plant) portion of the facility is conveyed
to the primary wastewater collection pond via pumps and piping and/or
open ditches. From the primary wastewater pond, wastewater is pumped
to a series of treatment ponds, and then disposed by spray irrigation.
3-11

3.2.2.5
3.2.2.6
Dust or Particulate Generating
Much of the dust and particle generated is used as fuel for the facility
processes. Fiber by-product is managed for fuel use on site or off site as
business dictates. Remaining wood and fiber materials that wash into
stormwater collection ditches or stormwater collection basins is removed
periodically to prevent overflow into stormwater outfalls.
Waste Disposal Practices
Sanitary wastewater is collected from the break room, bathrooms, showers
and eyewash stations, through a dedicated domestic sewer piping system
throughout the facility. The wastewater is treated in a packaged tertiary,
aerobic treatment plant with chlorination and its effluent being pumped
into the process water treatment plant aeration pond (Pond #2) then
subsequently disposed of by spray irrigation.
The RCRA non -hazardous sludge from the wastewater treatment plant is
disposed at the City of Sanford Wastewater Treatment Plant.
Facility -generated non -hazardous solid wastes are stored in the following
waste containers:
Solid Waste Containers
Location
Covered
40 yd containers (3)
West of the Paper Storage
No
building
40 yd containers (3)
East of the Particle Board Sawdust
No
A -Frame building
40 yd container
East of Spray Field No. 8 (NW of
No
the MDF Plant)
20 yd container
East of 6E - Diesel Storage Tank
Yes -
Container Lid
20 yd container
East of 21 - Hydraulic Oil Tanks
Yes -
Container Lid
20 yd container
Particle Board Plant
Yes -
Container Lid
All wastes are disposed in accordance with local and State regulations.
Hazardous waste is managed according to the requirements for a very
small quantity generator (VSQG). The wastes are managed at the point of
generation, then stored in the Hazardous Waste Materials container,
labeled as 3A in Fieure 2.
[fflpj

3.2.2.7
431PAI
3.2.4
Miscellaneous Storage
Miscellaneous stored items include used and mobile equipment, for which
potential stormwater pollutants are suspended solids, grease and oil, and
total petroleum hydrocarbons. These items are typically not stored
indoors or within a containment area, but good housekeeping and
preventive maintenance are used to limit the potential for pollution.
Wood materials (both raw and process) are stored in both covered and
uncovered conditions, as identified in the table below.
STORAGE AREA
EXPOSED
MATERIAL
CONTAINMENT
POTENTIAL
POLLUTANTS
Cover ("A"
Suspended
MDF "A" Frame
Chips/ Waste
Frame
Solids
Storage Area
Wood
Structure)
PB Sawdust "A"
Cover ("A"
Suspended
Frame Storage
Sawdust
Frame
Solids
Area
Structure)
PB Chip "A"
Cover ("A"
Suspended
Frame Storage
Chips
Frame
Solids
Area
Structure)
Boiler Wood Waste
Wood Waste
None
Suspended
Storage Area
Solids
MDF dust silo
None
Suspended
Area; Particleboard
Sander Dust
Solids
Materials Silo
Grinder Pad;
Off -Spec Boards
None
Suspended
Between MDF and
and Grinder Waste
Solids
Sawdust A Frames
Stockpiles
Spills and Leaks [Part H.A.1.01
"Significant spills or leaks" are defined by EPA to include releases within a
24-hour period of hazardous substances in excess of reportable quantities
under Section 311 of Clean Water Act and Section 102 of the
Comprehensive Environmental Response, Compensation, and Liability
Act (CERCLA).
One spill of domestic sewage to the environment has occurred in the last
three years. NCDEQ was notified by voicemail of the situation within 24
hours and a written letter was submitted within 5 days of the incident.
Sampling Data [Part 3.4.B.41
Records of sampling events are kept in Appendix H of this document.
3-13

3.3 STORMWATER MEASURES AND CONTROLS (Part II.A.21
3.3.1 Good Housekeeping [Part ILA.41
In order to minimize and reduce the risk of accidental spills, good
housekeeping principles will be practiced throughout the facility. All
employees will be trained on the location and use of housekeeping
materials, spill response materials, and personal protective equipment.
Keeping the facility clean and orderly will help facilitate identification of
spills, leaks, and general maintenance problems. Therefore, a "clean as
you go" attitude will be encouraged. All employees will be on the lookout
for potential spills and conditions that could lead to direct contact of
stormwater with polluting materials.
In order to minimize and reduce the risk of accidental spills, the following
good housekeeping practices will be maintained on a day to day routine.
Provide adequate aisle space for material transfer and access for
inspections.
• Isolate drums and other containers away from main aisle traffic.
• Adhere to good container storage methods, i.e.: ensure that
stacking and placement does not damage containers.
• Supervisors are responsible for proper management of
hazardous materials in their respective departments.
• All containers will be properly labeled for content identification,
health hazards, proper handling and first aid information.
3.3.2 Preventative Maintenance (Part II.A.41
Preventive maintenance is the regular inspection, maintenance and testing
of storm water management devices (e.g. catch basins, drainage ditches),
plant equipment and operational systems. These inspections should
uncover conditions such as cracks or slow leaks, which could cause
breakdowns or failures that result in discharges of chemicals to storm
sewers or surface waters. This program should prevent breakdowns and
failures by adjustment, repair, or replacement of equipment. An effective
preventive maintenance program includes the following elements:
• Identification of equipment, systems, and facility areas that
should be inspected;
Scheduled periodic inspections or tests of these equipment and
systems; and,
• Appropriate, timely adjustment, repair, or replacement of
equipment and systems.
3-14

• Maintenance and complete records of inspections, equipment,
and systems.
As required by Part II.A.8, the facility will undergo semi-annual
inspections as part of the preventative maintenance program.
Pollution prevention team members will conduct monthly visual
inspections for evidence of, or potential for, pollutants entering the site's
drainage systems. Visual inspections will be performed as described in the
SPCC Plan.
All stormwater inspections will include:
• Potential spill areas;
• Existing spills and leaks;
• Potential new stormwater pollution contact sources;
• Inspection of outdoor containers, tanks, and drums for signs of
deterioration;
• Inspection of existing BMPs;
• Recommendation of new BMPs;
• Identification of sediment and erosion problem areas;
• Housekeeping practices;
• Emergency containment and cleanup equipment;
• Visual monitoring for color, foam, outfall staining, visible sheens
and dry weather flow from stormwater discharge points; and
• A summary and narrative description of findings.
Inspection forms are presented in Appendix C.
3.3.3 Spill Prevention and Response Procedures (Part II.A.31
Spill prevention and response procedures are identified in the facility
SPCC Plan which is included as Part II of this document.
A spill of a hazardous material, petroleum, or other material implements
the following spill response procedures:
1. Take steps to locate, stop, and contain the spill inside the
building or containment area. Promptly advise appropriate Spill
Control Team Member. Containment may include damming
drains, utilizing vacuum truck, deploying booms, etc.
2. Should spill escape containment, plan of action will be dictated
by mill vathway. Have someone vromvtly contact the Site
3-15

Manager and the Environmental Manager. In the event that a
spill escapes containment these guidelines should be followed:
a. If a spill reaches the ground, attempt to contain with
booms, absorbent, or soil. Should containment begin to
overfill, utilize a vacuum truck/trailer for removal.
b. Should a spill occur from a fuel tanker truck at storage
tank area, promptly contain spill with booms, earthen or
raw material (sawdust) dike. Should containment not
prove effective, oil will likely reach a ditch. Should this
occur, attempts should be made to dam the ditches and
contain the spill before it leaves the site. Recover spilled
material from the pond before discharging stormwater to
outfall 004 or 006.
c. If spill flows off property and is not reasonably
confinable, personnel must go to points downstream
until the extent of the spill is determined. When the
extent of the spill is determined, promptly notify the
appropriate regulatory agencies of the findings. Efforts
must be made to contain the spill.
3. If the extent of the spill is not presenting any imminent threat to
the public, begin cleanup and notify appropriate regulatory
agencies. If public is threatened, promptly notify Chatham
County Emergency Management, NC DEQ, and the US EPA.
4. Affected areas must be restored. Once cleanup is completed, oil -
contaminated materials should be disposed of in compliance
with applicable regulations.
5. The primary form of spill containment for the site will be
utilizing absorbents to prevent release to the environment or
isolate floor drains. Outdoor spills will be contained using
heavy equipment to construct earthen or raw material
containment berms.
For the full procedures and appropriate contacts in the event of a spill,
refer to the SPCC.
3-16

Table 3-1
IF INJURY OR THREAT TO HUMAN LIFE
Medical Emergency Response Organization Emergency Phone Number
(911)
Fire Department Emergency Phone Number
(911)
KEY COMPANY PERSONNEL
Facility Spill Response Officer
Emergency Phone Number
Yvonne Couts
[phone](office)
[phone] (cell)
Facility Manager
Emergency Phone Number
Jeff McMillan
[phone](office)
[phone] (cell)
SPILL RESPONSE CONTRACTOR & ORGANIZATIONS
Spill Response Contractor Emergency Phone Number
A&D Environmental 1-800-434-7750
United States Coast Guard
Emergency Phone Number
National Response Center
800-424-8802
NCDEQ
Emergency Phone Number
Emergency Response Center (Business Hours)
[phone]
(After Hours)
1 [phone]
State Warning Point
Emergency Phone Number
Rick Bolich - Regional Branch Office
[phone]
Marine Safety Officer
Emergency Phone Number
N/A
N/A
Municipal District
Emergency Phone Number
N/A
N/A
EPA Regional Administrator
Emergency Phone Number
EPA Region IV, Atlanta, Georgia
800-424-8802
3-17

3.3.4 Employee Training (Part ILA.51
If any pollution prevention program is to succeed, the key people
involved must be properly oriented, trained, and motivated. The
stormwater pollution prevention team (section 5.2) is responsible for
ensuring that key personnel are properly trained to understand the
SWPPP and their role in the implementation of the Plan. SPWPP training
is conducted as part of the facility's spill control team training detailed in
section 2.3 of the SPCC Plan.
Topics to be covered in the training as they relate to the SWPPP include:
• Objectives and requirements of the SWPPP;
• Spill prevention, response, and reporting procedures;
• Proposed and existing BMPs;
• Good housekeeping practices;
• Material management practices; and
• Proper fueling and storage procedures.
3.3.5 Recordkeeping and Internal Reporting Procedures [Part ILA.2(b)]
To comply with the recordkeeping portion of this SWPPP, several forms
have been developed for monthly visual and preventative maintenance
inspections, secondary containment drainage, storm water discharge
qualitative monitoring, and spill record and reporting. These forms and
inspections are maintained in the Preventative Maintenance Program.
These forms will record the progress of the pollution prevention efforts at
the site.
3.3.6 Non-Stormwater Discharges [Part II.A.1(e)]
As part of the facilities annual review of the plan, the facility must certify
that it does not experience any non -storm water discharges that are not
allowed. The certification is located in Appendix D. The Stormwater
Permit for non -storm water discharges authorizes the following:
• Discharges from fire fighting activities
• Fire hydrant flushing
• Potable water sources including water line flushing
• Lawn irrigation drainage
• Lawn watering
• Uncontaminated ground water
• Foundation or footing drains where flows are not contaminated
with process materials
• Discharges from springs
3-18

Routine exterior building washdown which does not use
detergents or other compounds
Pavement wash waters where spills of toxic or hazardous
materials have not occurred and where detergents are not used
Air conditioner condensate
3.3.7 Sediment and Erosion Control
Measures to prevent erosion include maintenance of vegetative cover and
the routine maintenance of drainage ditches.
3.3.8 Management of Runoff [Part II.A.2(c)]
The facility uses grass and concrete swales to manage the direction of
stormwater runoff. The stormwater conveyance system is kept clean and
free of debris. Arauco incorporates stormwater runoff awareness into the
annual stormwater training.
3.3.9 Best Management Practices
The following summarizes the management practices with regard to
stormwater management and the sources identified in Section 3.2.2.
Shipping and Receiving
The management practices most applicable to this area are good
housekeeping. Good housekeeping is discussed in Section 3.3.1.
All Storage Tanks
In order to be consistent with the goals of the Plan, the following are the
stormwater management practices for storage tanks:
• Stormwater runoff flows into drainage ditches, which flow to
stormwater detention basins. Stormwater detention basins allow
suspended solids to settle out of the stormwater before discharge at
the outfall.
• Perform periodic preventative maintenance on the tank and the
loading area to ensure that no leaks will occur.
• Conduct semi-annual inspection of the tanks and the associated
piping to ensure that no leaks or spills have occurred in or around
the tanks.
• Have emergency spill response equipment in close proximity during
all tank loadings.
• Inspect stormwater and complete a containment drainage form prior
to removal of stormwater collected in the secondary containment.
ME

Material Storage
The facility stores many materials under a roof to prevent exposure to
stormwater. For those materials that must be stored outside, stormwater is
retained within the stormwater management system, which consists of
conveyance ditches, detention basins, and outfalls.
Material Inventory Procedures
An up-to-date inventory of all chemicals (hazardous and non -hazardous)
is kept on -site. All containers are labeled to show the name and type of
substance, stock number, expiration date, health hazard, and first aid
information.
3-20

4.0 MONITORING AND REPORTING REQUIREMENTS [Part
ILB]
4.1 MONITORING REQUIREMENTS [PART ILB]
4.1.1 Semi -Annual Analytical Monitoring Requirements (Part ILB]
As required by the Stormwater Permit, stormwater samples will be
collected from the facility on a semi-annual basis. The semi-annual
sampling of each outfall will consist of a grab sample collected during the
first thirty minutes of discharge during a representative storm event. A
representative storm event is defined as a rainfall event greater than 0.1
inches preceded by at least 72 hours in which no rainfall measuring
greater than 0.1 inches has occurred. Therefore, samples are to be collected
at Outfalls 004 and 006 for the following parameters:
Parameters to be analyzed
Units
Sample Type
Note
Rainfall Measurement
inches
Rain
Gau e/NOAA
Record
Date & duration of storm events sampled
hours
Time
Record
Duration between measured storm event
and previous measurable (>0.1 inches)
storm event
hours
Time
Record
Biological Oxygen Demand BODs
mg/1
Grab
Analysis
Chemical Oxygen Demand COD
mg/1
Grab
Analysis
Total Suspended Solids (TSS)
m /I
Grab
Analysis
Total K'eldahl Nitrogen TKN
mg/1
Grab
Analysis
Phenol
m /L
Grab
Analysis
Nitrogen, Total
m /L
Grab
Analysis
Phosphorus, Total
mg/1
Grab
Analysis
H
STD
Grab
Record
Reporting: The monitoring results must be kept with the SWPPP, and must be available for
inspection by the Department at all times.
Detection of one parameter outside the range of benchmark values
presented in the Stormwater Permit requires the permittee to increase
monitoring, management, and recordkeeping. In the case of two
consecutive exceedances, the permittee is required to conduct monthly
4-1

monitoring until all parameters are within the benchmark range for three
consecutive monitoring events.
As required by the Stormwater Permit, this information and the analytical
results for the sampling event will be retained at Arauco for five years
from the date of sample collection, or for the term of the Stormwater
Permit, whichever is greater. The Stormwater Permit provides a list of
benchmark values which, if exceeded, may require an increase in
monitoring and analysis frequency. Refer to the permit for a full
explanation of the requirements.
4.1.2 Semi -Annual Qualitative Monitoring Requirements [Part II.C]
Qualitative monitoring shall occur semi-annually at outfalls 004 and 006
during a representative storm event. The following parameters are
included in qualitative monitoring:
• Color,
• Odor;
• Clarity;
• Floating Solids;
• Suspended Solids;
• Foam;
• Oil Sheen;
• Erosion or deposition at the outfall; and,
• Other obvious indicators of stormwater pollution.
4.1.3 Representative Discharge (Part III.D.S]
The facility does not consider Outfalls 004 and Outfall 006 to be
representative of one another.
4-2

4.2 SUBMITTING MONITORING REPORTS AND RECORDS
RETENTION [PART III.E.21
Within 30 days of receiving results from the laboratory, the facility shall
report the results on Discharge Monitoring Report (DMR) forms provided
by the Director to the following address:
Division of Water Quality
Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
4-3

5.0 SPECIAL CONDITIONS AND MANAGEMENT
PRACTICES [PART TILE]
5.1 NON-STORMWATER DISCHARGES [PART III.E]
Non-Stormwater Discharges: If the storm event monitored in accordance
with the permit coincides with a non-stormwater discharge, the facility
shall separately monitor all parameters as required under the non-
stormwater discharge permit and provide this information with the
stormwater discharge monitoring report.
Planned Changes: The facility shall notify the director as soon as possible
of any planned changes at the facility which could significantly alter the
nature of quantity of pollutants discharged. This notification requirement
includes pollutants which are not specifically listed in the individual
permit or subject to notification requirements under 40 CFR Part 122.42(a).
Anticipated Noncompliance: The permittee shall give notice to the
Director as soon as possible of any planned changes at the facility which
may result in noncompliance with the individual permit requirements.
Anticipated Bypass: If the facility knows in advance of the need for a
bypass, it shall submit prior notice, if possible at least ten days before the
date of the bypass; including an evaluation of the anticipated quality and
effect of the bypass.
Unanticipated Bypass: The permittee shall submit notice within 24 hours
of becoming aware of an unanticipated bypass.
5-4

Appendix A
Figures

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Appendix B
Administrative Updates

PLAN UPDATES
This Plan will be reviewed, and if necessary updated, on an annual basis. When
updates are made to the Plan, update the table below, indicating what was changed and
which pages were affected. It will also be noted below when a review indicates no
updates are required.
Date
Update required?
(Y or N)
Updated by
Page(s)
Affected
Reason(s) for Update(s)
12/03/14
Y
Todd Phillips
Multiple
Changed company name to
Arauco
May 2019
Y
Yvonne Couts
Multiple
Changed Plant Manager and
Facility Contact

Appendix C
Comprehensive Site Evaluation and
Inspection Forms

ARAUCO COMPREHENSIVE SITE EVALUATION
Arauco
Moncure, North Carolina
Inspector(s):
Date of Inspection:
SCOPE OF VISUAL INSPECTION
• Evidence of pollutants entering drainage systems
• Applicable stormwater management practices are adequate and properly
implemented
• Stormwater structural features and sediment controls are operating properly
• Spill response equipment is in proper working condition
Comments:
IMPLEMENTATION OF CHANGES- As a result of visual inspection, have any
recommended actions noted begun within 2 weeks of the inspection? Does the action plan
allow for completion of the changes within 12 weeks?
SPPP REVISIONS- Was the SPPP reviewed and following sections updated, where
necessary?
• Changes to Pollution Prevention Team
• The list of potential pollutant sources and best management practices
• The record of significant spills
Comments:
EMPLOYEE TRAINING- Has training been conducted during the last year for Spill
Response and Stormwater Management? Has training been documented.
Comments:
STREAM REVIEW- Has NCDEQ established additional Total Daily Maximum Load
(TDML) limits for Shaddox Creek? (Review DWQ website
http://portal.ncdenr.org/web/wq/ps/mtu/trndl/trndls)
Comments:
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 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 fine and imprisonment for knowing violations.
Name (Type or Print Title
Signature Dated Signed

Stormwater Management Inspection
Date and Value
of Exceedance
Inspection Findings and Date
Inspector
Selected Actions
Date Actions
implemented

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Appendix D
Non-Stormwater
Form
Discharges Certification

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Appendix E
Personnel Training Records

Report Generated On May 23. 2019
At 4:23 PM
Assessment narae
Participant
Participintgroup
Date%time finished
Assessment outcome
Moncure Spill Response
aalvarez
MON
1-12Ek=C'7 17:05
pass
MoncureS ill Res onse
ablackmon
MON
12(29..2017 14:22
Pass
Moncure Spill Response
ahemandez
MON
12131/2017 L43
Pass
Moncure Spill Response
alibman
W0­N
1216/201713:13
Pass
Moncure Spill Response
amace
MON
121MO17 6:11
Pass
Moncure Spill Response
amcmillan
MON
12/1312017 19:30
Pass
Moncure Spill Response_
a alik
MON
122&201718:09
Pass
Moncure Spill Response
s irra lia
MON
12r-)&M1713:57
Pass
Moncure Spill Response
araines
MON
12/300017 0:18
Pass
Moncure Spill Response
asaundersl
MON
11172D17 13:59
Pass
Moncure Spill Response
asmith
MON
11/71M1710:29
Pass
Moncure Spill Response
atumer
MON
1120M17 13:36
Pass
Moncure SE Re nse
bbrumbelow
MON
12/512017 22:57
Pass
Moncure Spill Response
bbrumbelow
MOW
12/6✓ -1 21:48
Pass
Moncure Spill Response
bcortez
MON
12162017 10:32
Pass
Moncure Spill Response
bootten
MON
10262017 3:00
Pass
Moncure Spill Response
bcotten
MON
1026t2017 22:15
Pass
Moncure Spill Re nse
bedwards2
MON
10/302017 9:531
Pass
Moncure Spill Response
bpaftersGn
MON
12/42017 9:551
Pass
Moncure Spill Response
bwallace
MOM
12/1412017 20:521
Pass
Moncure Spill Response
bwofferibarger
MON
1228M1717:46
Pass
Moncure Spill Response
cbams
MON
102MO17 8:461
Pass
Moncure Spill Response-
ccartagene
MON
I Ir"17 10:201
Pass
Moncure S i11 Res onse
ccollinst
MON
10232017 12:53
Pass
Moncure Spill Response
Ory
MON
12/13201 14:46
IPass
Moncure Spill Response
c all os
MON
11/612017 22:37
Pass
Moncure S ill Re onse
c arcia
MON
12232077 2:55
Pass
Monwre Spifl Response
cgibbs
MON
12N 112DJI 12.37
Pass
Moncure Spill Response,
c ilchnst
MON
11/102017 12:21
Pass
Moncure Spill Response
cgodfrey
MON
121211201718:55
Pass
Moncure Spill Response
cgodfrey
MON
1026/2017 13:50
Pass
Moncure S ill Res nse
charvin
MON
1023201720:18
Pass
Monwre Spill Response
cjackson
MON
1119.201713:11
Pass
Moncure Spill Response
ckelly
MON
12/192017 21:21
Pass
Moncure Spill Response
cmurriell
MON
12/12017 4:50
Pass
Moncure Spill Response
cmurriell
MON
1 252017 5:43
Pass
Moncure Spill Response
epear3on
MON
1027=17 23:38
Pass
Moncure Spill Response
crobbins
MON
10251201719:45
Pass
Moncure Spill Response
csilas
MON
12/8201711:05
Pass
Moncure Spill Response
csmith
MON
1117/2017 15713
Pass
Moncure S it Response
csmith
MON
11f712D17 15.12
Pass
Moncure Spill Response
cspencer
MON
12/122017 22:51
Pass
Moncure S ill Res onse
cthomas
MON
102&201719:57
Pass
Monwre Spill Response
damdd
MON
12162017 18:20
Pass
Moncure Spill Response
dbarber
MON
11/412017 20:37
Pass
Moncure Spill Response
dbatzle
MON
11/72017 9:02
Pass
Moncure Spill Response
3 lins
MON
12262017 6.39
Pass
Monwre S ill Res onse
dwrtis
MON
12/112017 13:07
Pass
Monwre S ill Res onse
ddaniel ,
1119201711:46
Pass
Monwre Spill Response
ddean
MOM
12/&2017 2:27
Pass

Re on Generated On Ma 23. 2019 At 4:29 PM
nreot name
Environmental Awareness 2018
P 1
aalvarez
Grou
IMON
Da
11/132018 14:551
Assessment outcome
Pass
Environmental Awareness 2018
ACOCKERNAM
JM0r4
10212018 15:35
Pass
Environmental Awareness 2018
ADEAN
IMON
10/192018 726
Pass
Environmental Awareness 2018
ahemandez
MON
12/31201816:56
Pass
Environmental Awareness 2018
ahemandez
MON
11/122018 11:32
Pass
Environmental Awareness 2018
AHERNANDE72
MON
11/132018 8:01
Pass
Environmental Awareness 2018
AlexD
MON
12232018 22:04
Pass
Environmental Awareness 2018
alibman
MON
10262018 1525
Pass
Environmental Awareness 2018
ALJUNGGREN
MON
11/162018 7A2
Pass
Environmental Awareness 2018
amace
MON
12/1112018 20:11
Pass
Environmental Awareness 2018
amcmillan
MON
1212512018 0:14
Pass
Environmental Awareness 2018
apirraglia
MON
1111 2018 9:17
Pass
Environmental Awareness 2018
asaundersl
MON
11/11/2018 1321
Pass
Environmental Awareness 2018
asmith
M N
11162018 11:50
Pass
Environmental Awareness 2018
atumer
MON
1211920181627
Pass
Environmental Awareness 20118
atumer
MON
12/19fm16 16:33
Pass
Environmental Awareness 2016
AWRI
MON
12/5✓2018 18.51
Pass
Environmental Awareness 20 88
bcortez
MON
10222018 13:59
Pass
Environmental Awareness 2018
bcotten
MON
101162018 21:12
Pass
Environmental Awareness 2018
bedwards2
MON
IM2018 14:29
Pass
Environmental Awareness 2018
arcia
MON
10212018 15:30
Pass
Environmental Awareness 2018
bhome
MON
10/122018 1725
Pass
Environmental Awareness 2018
b tterson
MON
10232018 14AI
Pass
Environmental Awareness 2018
BRAMSEY
MON
12I182018 9:05
Pass
Environmental Awareness 2018
bwallace
MON
11/142018 20:"
Pass
Environmental Awareness 2018
bwallace
MON
11/14/2018 20:52
Pass
Environmental Awareness 2018
bmwolfenbarger
MON
12/142018 10:20
Pass
Environmental Awareness 201a
ebams
MON
10/22/2018 2047
Pass
Environmental Awareness 2018
ccarta eno
MON
10/292018 8:00
Pass
Environmental Awareness 2018
CFairbanks
MON
12/142018 7:15
Pass
Environmental Awareness 2018
dry
MON
121142018 15A7
Pass
Environmental Awareness 2018
egallegos
MON
1111112018 15:09
Pass
Environmental Awareness 2018
cgarcia
MON
12/122518 16:49
Pass
Environmental Awareness 2018
egibbs
DON
102512018 8:03
Pass
Environmental Awareness 2018
coilchnst
MON
11282018 3:53
Pass
Environmental Awareness 2018
charvin
MOT
1022M18 2225
Pass
Environmental Awareness 2018
cholder
MON
121142018 9:50
Pass
Environmental Awareness 2018
Ciackson
MON
122012018 13:34
Pass
Environmental Awareness 2018
ckelly
MON
121182018 11 A7
Pass
Environmental Awareness 2018
csilas
MON
121182018 11.49
Pass
Environmental Awareness 2018
csmdh
MON
1=012018 21:58
Pass
Environmental Awareness 2018
cspencer
MON
11222018 17735
Pass
Environmental Awareness 2618
rs ncer
MON
1122201815:57
Pass
Environmental Awareness 2018
cthomas
MON
101152018 750
Pass
Environmental Awareness 2018
damold
MON
12/142018 1127
Pass
Environmental Awareness 2018
dbarber
MON
11/122018 14:04
Pass
Environmental Awareness 2018
dbatzie
MON
12f192018 14:48
Pass
Environmental Awareness 2018
dcollins
MON
1227201822:12
Pass
Envirom nental Awareness 2018
dcurtis
MON
12262018 15:23
Pass
Environmental Awareness 2018
ddean
MON
11/1212018 2:31
Pass

Appendix F
NCDENR Permit NCS000151

Appendix G
Completed Forms