WQ0003396_Modification_1_20210427

Non -Discharge Branch Upload/Submittal Form
Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes r No
Permit Number (IR)* WQ0003396
Applicant/Permittee Arauco North America, Inc.
Applicant/Permittee Address 985 Corinth Rd., Moncure NC, 27559
Is the owner in BIMS? a Yes r No Is the facility in BIMS? r• Yes r No
Owner Type Organization
Facility Name Arauco - Moncure WWTF
County Chatham
Fee Category Major Fee Amount $0
Is this a complete
application? *
a Yes r No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist?* r Yes NO
Regional Office
CO Reviewer
Admin Reviewer
Complete App Date 04/27/2021
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by NEB Staff regarding electronic subnittal, confirmation of receipt, and other correspondence.
Name * Savannah Carroll
Email Address*
[e-mail]
Project Information
Application/Document Type *
✓ New (Fee Required)
✓ Modification - Major (Fee Required)
✓ Renewal with Major Modification (Fee
Required)
✓ Annual Report
✓ Additional Information
✓ Other
Phone Number*
843-544-3025
• Modification - Minor
O Renewal
O GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
✓ Residual Annual Report
✓ Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
r Wastewater Irrigation
✓ Other Wastewater
✓ Closed -Loop Recycle
✓ Single -Family Residence Wastewater
Irrigation
✓ High -Rate Infiltration
✓ Reclaimed Water
✓ Residuals
✓ Other
Permit Number:* WQ0003396
I- s CLrrent Existing pernt number
Applicant/Permittee *
Arauco North America, Inc.
Applicant/Permittee Address* 985 Corinth Rd., Moncure NC, 27559
Facility Name *
Arauco - Moncure WWTF
Please provide comments/notes on your current submittal below.
Arauco North America, Inc. is submitting this letter to the Division of Water Resources to
request several modifications to the facility's Non -Discharge permit (WQ0003396). The
facility connected to a municipal wastewater pipeline with the City of Sanford and began
operating under Industrial User Permit (IUP 000042) on November 6, 2020 as a primary
means of wastewater treatment and effluent removal. Prior to connection and pipeline
commissioning, the site has operated under Non -Discharge Permit WQ0003396, which has
conditions allowing for the disposal of treated process and domestic wastewater effluent from
the site through non -discharge spray irrigation fields. For many years this was the primary
means of wastewater treatment and disposal for the facility.
Arauco North America, Inc. has determined, with concurrence from members of the North
Carolina Division of Water Resources, to maintain the site Non -Discharge permit
(WQ0003396), despite cease of spray irrigation field use as a means of treated effluent
application. However, the site would like to request the attached permit amendments
(outlined in a cover letter on the application) to reduce administrative burden, remediate
groundwater quality, and bearing in mind the operational changes to wastewater disposal by
use of Industrial User Permit 000042.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Fora} Engineering Flans, Specifications, Calculations, Etc.)
Non Discharge Minor Permit Mod request 2021.pdf 15.46MB
Upload only 1 FCFdocument (less than 250 fvt3). Miltiple documents nest be confined into one FDFfile unless file is larger than
upload limit.

* fJ By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order
and made payable to the North Carolina Department of Environmental Quality
(NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 4/27/2021

arauco
CERTIFIED MAIL DELIVERY
Return Receipt Requested
Nathaniel Thornburg
Division of Water Resources, Non -Discharge Permitting Branch
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Non -Discharge Permit Minor Modification (WQ0003396)
985 Corinth Road
Moncure, North Carolina 27559
Tel: [phone]
Toll Free: 855-427-2826
Fax: [phone]
April 26, 2021
Arauco North America, Inc. is submitting this letter to the Division of Water Resources to request several
modifications to the facility's Non -Discharge permit (WQ0003396). The facility connected to a municipal
wastewater pipeline with the City of Sanford and began operating under Industrial User Permit (IUP
000042) on November 6, 2020 as a primary means of wastewater treatment and effluent removal. Prior
to connection and pipeline commissioning, the site has operated under Non -Discharge Permit
WQ0003396, which has conditions allowing for the disposal of treated process and domestic wastewater
effluent from the site through non -discharge spray irrigation fields. For many years this was the primary
means of wastewater treatment and disposal for the facility.
Arauco North America, Inc. has determined, with concurrence from members of the North Carolina
Division of Water Resources, to maintain the site Non -Discharge permit (WQ0003396), despite cease of
spray irrigation field use as a means of treated effluent application. However, the site would like to request
the following permit amendments to reduce administrative burden and bearing in mind the operational
changes to wastewater disposal by use of Industrial User Permit 000042:
1. Section III, Condition 4 [15A NCAC 02T .0507(b)]: Arauco North America, Inc. requests
clarification that Loblolly pine trees (Pinus toeda), or a similar species of woody tree vegetation,
might satisfy the requirement of "maintaining vegetative coverage" within the spray irrigation
fields taking into consideration the complete cease of irrigation use as a means of treated effluent
discharge as of November 6, 2020. Since the fields will no longer be used for process water
effluent irrigation (all wastewater going through a pipeline for municipal treatment) the site
intends to plant trees to improve and remediate soil quality, groundwater quality, and hydrologic
filtration in the fields. Appropriate pruning, harvesting, and other accepted practices for forest
maintenance will be used to maintain these trees.
2. Section III, Condition 7 [15A NCAC 02T .0507(d)]: Removal or amendment of annual
requirements for irrigation equipment testing and calibration so long as the site has not
discharged any industrial effluent through any irrigation means or treat any spray fields onsite
with process discharge. The proposed planted trees would receive water and nutrient from purely
natural sources.

3. Section III, Condition 17 [15A NCAC 02T .0507(d)]: Removal or amendment of annual
requirements for metering equipment testing and calibration so long as the site has not
discharged any industrial effluent through any irrigation means or treat any spray fields onsite
with process discharge. The proposed planted trees would receive water and nutrient from purely
natural sources.
4. All requirements related to groundwater sampling, annual soil fertility analysis, and those
standards related to monitoring wells will remain unchanged.
Attached you will find the appropriate NCDWR form, WWIS 06-16, for a minor permit modification. No
fee is required by NCDWR for a minor permit modification.
If you have any questions, please contact Savannah Carroll, Environmental Manager, at (919-545-5848)
or (843-544-3025).
Sincerely
Wt
Jeff McMillian
Plant Manager
CC'd: Electronic Submission via NCDWR e-Reporting tool
Richard Bolick, Groundwater Resources Section
John Bird, Arauco North America, Inc.
Attached: Form WWIS 06-16 Minor Permit Modification Application

State of North Carolina
DntWRDepartmeof Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .01001 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering Practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted the Applicant shall submit one original. and two copies of the aTmlication and Mporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
❑ If the Applicant Type in Item I2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item 11.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .O 1 O6(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106 b .
❑ If this project is for a renewal without modification, use the Nan -Discharge System. Renewal JFORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504{fl, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities-
0 Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of

E. Soil Evaluation (All Application Packages that include new irrigation sites):
❑ Per I5A NCAC 02T .0504(b) and the Soil _Scientist Evaluation Policv, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policv.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
➢ Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
❑ A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KSAT tests shall be conducted in areas representative of the site.
❑ All KSAT tests shall be run until steady-state equilibrium has been achieved.
❑ All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KSAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
❑ Seasonal irrigation restrictions, if appropriate.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KSAT rate to be used in the water balance for each soiUmap unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KSAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
❑ Per 15A NCAC 02T .0504 i , submit an agronomist evaluation that has been signed, sealed and dated by a qualified professional
and includes at a minimum:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ PIant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
❑ Historical site consideration, soil binding and plant uptake of phosphorus.
❑ Seasonal irrigation restrictions, if appropriate.
❑ A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
❑ Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the hHydrogeologic Investigation_ and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Ana! sis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
❑ Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 801 percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KSAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
f. Engineering Plans (All Application Packages):
❑ Per 15A NCAC 02T .0504(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
❑ Table of contents with each sheet numbered.
❑ A general location map with at least two geographic references and a vicinity map.
❑ A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
❑ Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
❑ Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest irrigation point.
❑ The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
❑ Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
❑ Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
❑ Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

J. Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
❑ Table of contents with each section/page numbered.
❑ Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
❑ Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer, and shall include at a minimum:
❑ Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
❑ Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
❑ Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
❑ Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
❑ Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0I 16, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02T .0504(j) and .0508, submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A_NCAC 02T .0504(j), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .0504(g), provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01C .0100 to .0400}:
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision),
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with al l local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEV),
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(,(10), submit documentation from the Department's Natural Heritage Pro ram demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (AIl Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NHs-N) ❑ Nitrate Nitrogen (NOs-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BOD5) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 —WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM. WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Arauco North America Inc.
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Jeff McMillian per 15A NCAC 02T .0106(b) Title: Plant Manager
4. Applicant's mailing address: 985 Corinth Rd
City: Moncure State: NC Zip: 27559-
5. Applicant's contact information:
Phone number: [phone] Email Address: savannah.carroll[a,)arauco.com
II. FACILITY INFORMATION:
1. Facility name: Arauco-Moncure WWTF
2. Facility status: Existing
3. Facility type: Major (> 10.000 GPD or > 300_disposal acres)
4. Facility's physical address: 985 Corinth Rd
City: Moncure State: NC Zip: 27559- County: Chatham
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.6007' Longitude:-79.0406'
Datum: NAD83 Level of accuracy: Nearest 10 seconds Method of measurement:
Conversion from state coordinate plane
6. USGS Map Name:
III. CONSULTANT INFORMATION:
1. Professional Engineer: NIA
License Number: Firm_
Mailing address:
City: State:
Zip: -
Phone number:
Email Address:
2. Soil Scientist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (� _-
Email Address:
3. Geologist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) =
Email Address:
4. Agronomist: NIA
Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) -
Email Address:
FORM: W WIS 06-I6
Page 1 of 12

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
I. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0003396 and most recent issuance date: March 26, 2020
2. Application fee: $0 - Standard - Minor Modification
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System 10 > 200,000 GPD)
N/A
Dam Safety
N/A
Erosion & Sedimentation Control Plan
Pending
NCDEQ
Nationwide 12 / Section 404
N/A
Pretreatment
11/4/20
IUP 000042
City of Sanford
Sewer System
N/A
Stormwater Management Plan
12/1/20
NCS 000151
NC DEMLR
Wetlands 401
Pending
NCDEQ
Other:
N/A
5. What is the wastewater type? ❑ Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ® Yes or ❑ No
Has a wastewater chemical analysis been submitted? ® Yes or ❑ No
6. Wastewater flow: 126,000 GPD
Limited by: ❑ Treatment, ❑ Storage, ® Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
Establishment Type
Daily Design Flow
No. of Units
Flow
Medium Density Fiberboard Process Wastewater
126000 gal/Day
1
126000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
126000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS— 15A NCAC 02T .0100 (continued):
8. What is the nearest I00-year flood elevation to the facility? 176.5 feet mean sea level. Source: FEMA
JAre any treatment, storage or irrigation facilities located within the 100-year flood plain? ® Yes or ❑ No
�i If yes, which facilities are affected and what measures are being taken to protect them against flooding? Install Berms
If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ® No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ® Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
SMW-3
Active
35.6097580
-79.042082"
Cross Gradient
Inside Field
SMW-4
Active
35.607098"
-79.0409970
Cross Gradient
On Review Boundary
SMW-5
Active
35.6037310
-79.0396690
Cross Gradient
Inside Compliance Bonn
SMW-8
Active
35.6044210
-79.0392280
Cross Gradient
On Compliance Boundar
SMW-9
Active
35.605777"
-79.039875"
Cross Gradient
Inside Com liance Boun
SMW-I8R
Active
35.6117920
-79.0475650
Up Gradient
Outside Compliance Bou
SMW-19
Active
35.603674"
-79.039313"
Down Gradient
On Compliance Boundar
SMW-20
Active
35.603676"
-79.0392860
Down Gradient
Outside Compliance Bou
SMW-21
Active
35.6036890
-79.0386120
Down Gradient
Outside Compliance Bou
SCMS
Active
35.6037070
-79.038380°
Down Gradient
Outside Compliance Bou
a Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: UnknownMethod of measurement: Unknown
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®NIA
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV been submitted?
❑ Yes, [-]No or ®NIA
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM. HOA) been
submitted? ❑ Yes, ❑No or ®NIA
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
103 mg/L
59 mg/L
Biochemical Oxygen Demand (BODO
10378 mg/L
710 mg/L
Fecal Coliforms
per 100 mL
Nitrate Nitrogen (NO3-N)
mg/L
3.4 mg/L
Nitrite Nitrogen (NO2-N)
mg/L
0.22 mg/L
Total Kjeldahl Nitrogen
mg/L
Total Nitrogen
mg/L
239 mg/L
Total Phosphorus
mg/L
20 mg/L
Total Suspended Solids (TSS)
6870 mg/L
2595 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505 l :
❑ Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ® Yes, ❑ No or ❑ NIA
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided`? 54.7
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Only authorized
staff are allowed on site, and the property is fenced
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ® N/A To be permitted
separately, or [] NIA — Gravity fed
l0. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ® N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
I Manufacturer or
Material
Dimensions (ft) 1
Spacings (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Flow Equalization
I
Clay -lined basin
9.3 MG
C300
Select
Select
Select
Select
b. SECONDARY 1 TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
I
Units
Material
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer 1
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
f. BLOWERS
Location
No. of
glowers
Units Served
Manufacturer /
Tvpc
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer
Type
er
=(hp)
Plan Sheet
Reference
Specification
Reference
h. RECORDING DEVICES & RELIABILITY
Device
No. of
Units
Location
Manufacturer
Maximum
Capacity
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
Internal dimensions (I, x W x H or (p x H)
ft ft ft
Total volume
ft;
gallons
Dosing volume
ft`
gallons
Audible & visual alarms
Equipment to prevent irrigation during rain
events
FORM: WW1S 06-16 Page 7 of 12

VI.
EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Facultative Lagoon
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 35,6007" Longitude:-79.0406'
Datum: NAD83 Level of accuracy: Nearest 10 seconds Method of measurement:
Conversion from state coordinate plane
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ® Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ® No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? ft2, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?: N/A - Clay liner is used
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ® No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? 22 ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
I x 10-' cm/s? ® Yes, or ❑ NIA
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ® N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)? Compacted clay liner
10. If applicable, provide the specification page references for the liner installation and testing requirements: Compacted Soil
Liner - 31 01 20
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ® Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
® Clay ❑ Synthetic
Top of embankment elevation:
178.50 ft
❑ Other ❑ Unlined
Liner hydraulic conductivity:
1.0 x 10.7 cm/s
Freeboard elevation:
8.0 ft
Hazard class:
Select
Toe of slope elevation:
168 ft
Designed freeboard:
8.0 ft
Impoundment bottom elevation:
162 ft
Total volume:
1,235,064 ft3
9,238,279
gallons
Mean seasonal high water table depth:
146 ft
Effective volume:
921,075 ft'
6,889,641
___gallons
Embankment slope:
3: 1
Effective storage time:
54.7 days
Top of dam water surface area:
206,770 ft2
Plan Sheet Reference:
C300
Freeboard elevation water surface area:
163,725 ft2
Specification Section:
Structural Fill - 31 01 10
Bottom of impoundment surface area:
59,625 ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area:
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
El area? Yes or No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified?
3. Soil Evaluation recommended loading rates (NOTE —This table maybe expanded for additional soil series):
Soil Series
Fields within
Soil Series
Recommended
Loading Rate
in/hr)
Recommended
Loading Rate
in/ r)
Annual 1 Seasonal
Loading
If Seasonal, list
appropriate
months
Select
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system?
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VIL8.? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(t}?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
Soil Series
% Slope
Nitrogen Uptake Rate
Ibs/ac r)
Phosphorus Uptake
Rate lbs/ac• r
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen mineralization rate:
a. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: ftz
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: ftz
f. Minimum irrigation area from the water balance: ftz
FORM: WWIS 06-16 Page 9 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA— 15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields).
Designed Designed
Area Dominant Loading Loading Waterbody
(acres) Soil Series Rate Rate
Field Latitude e Longitude a Stream Index Classification
in/hr) inl r) No. b
.. o
p
- p
o
u p
c. o
p
o p
0 0
o p
0 0
0 0
0 0
0 0
0 0
0 0
o p
0 0
p o
Total
Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: http://deq.nc.gov/about/div.i.si-ons/water-resources/T)Iannin/classification-standards/classifications
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
ftz
Nozzle wetted area:
ft2
Distance between laterals:
ft
Nozzle capacity:
GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
/
Emitter capacity:
GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
1
Specification Section:
Elevation of highest emitter:
ft
Specification Section:
FORM: WW1S 06-16 Page 10 of 12

VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506{b)? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation Treatment /
System IStorage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
Any private or public water supply source
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
80'
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
N/A
Any property line
60'
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
Impounded public water supplies
Public shallow groundwater supply (less than 50 feet deep)
4. Does the Applicant intend on complying with 15A NCAC 02T .0506 c in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthly average)
(daily maximum)
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
GODS
mg/L
mg/L
mg/L
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 11 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g)? ❑ Yes or ® No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per I5A NCAC 02T .0103 16 , essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within I00 feet of the wetted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(a)(7), how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ NIA (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 Page 12 of 12

Professional Engineer's Certification:
tK-D
name from Application Item II1, L)
Pr R.Pk J L'. N cftrt-A i N
(Facility name from Application Item 11.1)
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: 4-- 2) - 2
s/
� y X
'o- x
0H'�l�'�
`��=fllttttf�`
Applicant's Certification per 15A NCAC 02T .0106 b :
1, 5� H CrH + L-,.-t #V 4 attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: W W1S 06-16 Page 13 of 12

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APPENDIX E
PROPERTY OWNERSHIP DOCUMENTATION

STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF MERGER
SOSID: 1238079
Date Filed: 3127/20.19 2.28:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C'2019 078 01400
1, Robyn A. Crittenden, the Secretary-oP:State- and the .Corporation Commissioner of the State of
Georgia, do hereby issue this certificate,pt�rsuant to Title`•14'of--the Official Code of Georgia Annotated
certifying that articles or a certificate -of merger and fees have been'fil`ed-regarding the merger of the below
entities, effective as of 12/31/2018. Attached is a true and correct"copy of the•sa d filing.
`��
Surviving Enti - ! ,'' �^' '`' r :;-,� � - - '' t ��• j", r�',
Flakeboard America Limited, a Foreign Profit Corporation N.
Nonsurviving Entity/Entities: i;4Yf �
ARAUCb PANELS USA, LLC, a Domestic Limited Liability Company; - 4f .l
V.
WITNESS my Band and official seal in the City of Atlanta
and the State of Georgia on 12126/2018.
04 1Q. &4;64�
27"_
Robyn A. Crittenden
Secretary of State

ARTICLES OF MGER
On
ARAUCU..PANIELS-USA, LL,C
VI'1i'I'ii AND IN'1�(]
FLAMUARD AMMiRICA.L.94MD
December 31, 2018
Pursuant .to Section 14,11�9W.. of the Gcorgia L.itt►lted i iabllity Compdoy Act (the
" ct" ), the undemigated does hereby artify, as follows-
L
Th.e nams of the morging etttlties are Arauco Palttels USA, LLC, a Gwrgia limited
liability company (the " els''), r and Mal eboard America Limited, a Delaware corporation (the-
"Sorvivink R1111ty").
Pursuant to an Agre went and Plan of Merger (the "1'1un of Merrret"), is w1lE rnergt
with and Into tha Surviving tritlty. The Surviving Entity will be the surviv*1 A Entity in the
Merger.
la,
The Merger shall becnmre effective as of Drrc mWr 31, 2018 at 11:59p.rn, 'T.
1V.
As provided ror in the Plan of Merger, the Certificate of incorporation of the Sutviving
Entity shall continue as the Certificate of incorporation of the Surviving Entity.
V.
The Bylaws of the Surviving Entity shall continue in full fore and effect as the bylaws of
the Surviving Emily,
LTH
An executed copy of tbe-Pian of Merger is on rile at the principal place orb4 nr5s of the
Surviving Enthy, Wblch is lucwed rat 400 Perimeter Center Terrace, Suite 750, Ada ma, Georgia
30346. A copy of the Plan of Merger will be furnished by the Surviving Fjriity, oat request and
without cost, to any member or stockholder of either entity that Is a party to the Meger.
Ora 1l56.07),3

Va.
Pursuant to t0110A. W I 141 Of the Code, ft Merpr has been duty. -authorized and
aPpmvd by the requisita votes of.the mimpprand sale member df'the pimel'
Of dirwors and the stockholders
) I the -Surviving ofthe-Survivingrujaly. s and by the bowd,

IN WITNESS %TtWF. the Surviving Entity has caused these ArUcles., of Merger to
be MW by its audiorlxed aftker as of the dale first written above,
FlAKEiOAidAMkMC"'A v
Name -
Tide:
a
4631-25%4M3

AGREEMENT AND PLAN OF MERGER
OF
ARAUCO PANELS USA, LLC`,
(a Giorgiii limited lishii[ty company)
WITII AND INTO
FLAKJBOARD AMERICA LIMITED
(a Delaware corporation)
THIS.AGIIEl7MJviV'i' AND PLAN OF MERGER tJu „
( �.� �) is dated as of
December 31., 7 S, (3 and among.Arauco Fane)s USA, ILLC, a 'Ceorg3a,Jittiited liability
company (" ' ), and Jc oRehoard Anierica Lim#ted, a Pelaware cmdMt k 'i`E&I�" and
together with Panels, tJtc' to ituentatlties").
WIT NES8ETH;
WHEREASf upon and subject to the terms and conditions set forth herein, Panels denims
to merge with and info FAL, with PAi., as rite surviving corporatlon of such merger (the
NOW. THEREFORE, in consideration of the premises and the mutual covenants and
agreements herein conWried, the partles do bereby agree as follows:
SRC TiON I
THE M9ROBR-P ADDITIONAL ACTIONS
1,1 11IL&W. LIP00 the terms and subject to the conditions.or this Agreement and
in accordance With opplirable laws, at the "Effective Time" (as defined belo►v); Jandis Shall be
merged into PAL, and the Separate existcrim Of Panels sha![ thereupon tease. PAL shall be the
sutviving corporation- in tht; Merger (sefctred to herein as the " u v'v tl „). The
Surviving Entity shall-bnve the tram "Aratico North America, Inc.."
1.2 9ffectiye Time Tht Merger shall be effective on December 31,1019at 11,59
p.m. ET (the
1.3 W90 91' Merger, At the Effective Time, the separate existence of Panels shall
coast:, and the Merger will have the effects set.farth In the Delaware General .Corporation Law
and the Georgia Limited UAHity Company Act. Without I[rrtiting the foregoing, at the Effective
Tlme; title to all rr al estate and Other property (including intellectual property) owned by Panels
shall be vested its FAL without reversion or imptairment: PAC, shall have all liabilities of Panels;
and any proceeding pending agalitr;t Panels may be coniintsed as if the Merger rild not occur or
PAL may be subs' Ututed in the proCced[ug for Panels.

1:4 yiawwA
(a) tsa The Cenificate of lnenrpmt€on of i✓AL In
effect lm-med€ateiy prier 10 the Effective Time of the Merger shall be the Certificate of
Incorporation of the Surviving Frltlty. The Certificate of Incorporation of the Surviving Entity
shall be amended by deleting the text of Article 1 in its entirety and replacing it with the
following: "Fite itarno of the cotporado:t Js Artwco North Amerlw', inc," All other provisions of
the Certificate of Incorporation shall remain unchanged,
(b) Dye. The bylaws of FAi, in effect Immcdiateiy prior to the i?f'fective
Time of the Merger shall be the byia►vs of the Surviving Entity unless and until.ameaded ar
repeated as provided by law, by the Certificate of incorporation of the Surviving Entity, or by the
bylaws of the Surviving Entity.
1,5 VireettIrg Md_Ofcers. The directors raid offi"is of FAi, i►mm cliatoly prior to
the Effective 11ate of the Merger shttll be the Directors and Officers of the Surviving Entity,
until their sucees#ors shall have bten elected and shall quallry or until otherwise provided by
law, by the Cet11f3001e of InCarporatlan of the Surviving Entity, or by the bylaws of the Surviving
Entity.
1.6 aris,kU. At the Effective Time, tht; interest transfer bboks of panels shall
be closed and no transfer of any interest of the Panels shall thereafter be recorded,
1.7 E-11911tAM95nMa. if, at any time after the Effective Time of the Merger, thz
Surviving Entity shall consider or be adv€sed that any deeds, bills of sale, bmigriftnis,
assurances, or arty ether actions or things nX necessary or desirable to vest, pe&ct-or confirm of
record or otherwise in the Surviving Entity, its right, tide or Interest Iti, to or under any of the
rights, properties or tzssets of Panels acquired or to be acquired by the Surviving Entity, as a
result of, or In coanecdon with, the Merger or to otherwise carry out this Agreenwrit, the officers
and directors of the Surviving Enflay shbit, and hereby arse aui am ized to, execute and deliver, in
the name and on behalf of tine Constituent ratifies or othervise, all such deeds, bills of We,
assignments and Muranew and to take and do, in the now and on behalf of the Constituent
Entities or otherwise, all Such otltec actions and things its may be ncousary or desirable to vest,
perfect or confirm any and all tight, title and interest in, to turd under such tights, ptbpeitiez or
assets in the Surviving Entity or to odierwisc carry out this Agreement.
SECTION 2
PERMS OF THE TRANSAM. ON
2.1 At the Effective Time. by virtue of the Merger and without any action on the part
of tha !Folders iherrof, ell issued and outstanding membership interests of panels shall be
surrendemd to the Surviving Entity far cance112110n and 511011 not be cartvtrted or exchanged in
any ntawer.
2.2 This Agreement is p,ut of a "pian of margnnization ' (as defined in U.S. Ttewury
Regulation Section 1.368-2(g)), The parties intend that the transactions contemplated hereby
shall be treated as part of a itorganixation that satisfies the requirements of Section 368 (a)(1)(A)
E B4U'.S2S,6❑883

and, in the attemative. Section 368 (s)(l)(D) of the US. Internal Revenue Code of 1986, ss
amended.
S&Cl ON 3
ivimcr..LLANFAUS
3.1 F-PUMA90AMILt. This Agreement cons itVICS the Solt: undcrstlMding of the
Panics with respect to tit subject matter hereof; provlded,`however, that this provision is not
Intended to ribragate any othef WAtten 89mernent between the pittiles exMutird with or suer this
Agreement.
3.2 IUMiaAba. This Agteemml may be terminated and the Merger_abandongd at
RAY time prior to making appmpriete hlinp with the Secretttry'of State of aeorgift and the
Secretary of Stare of Daiawarc by action molten by the rt-speetive govettting bodies of the
Constituent Entities,
33 �, Phis Agreatnent may be executed in any nnrnber of counterparts,
each of which shall for all purposes be deemed to be an original and all of which shall constitute
the some instrument.
3•4 HUMUS. The headings of the SeCHOU and paragrmplig of:titis Agreement fire
inserted for convenience only and shall not be deemed to consiltdte part of this Agreement or to
affect the construction thereof.
3.5 v4 E. This Agreement is "eculed by tht parties hereto in and shall be
Constmed in accordance with and governed by the taws of the State of belawate wilhbiit giving
effect to the prineiplts.ofConflicts of law thereof.
[Signatures appear on next page]
asao.2SM60 as

IN WITNESS WMMOF, each of the Constituent End lies has caused this Agmemem to
be executed by Its duly uuthoriud officers, as of the date rust above wptten.
FLAKEBOARD ANIVIROCA LIM TED,
e Dalawam co"radon
By:_
Name: 4 GC
'l"irie:
ARAUCO PANI&W USA, LLc,
rj Georgla Urnited liability rornpany
By; t
Title:
4 jean-as�s.soao� ��
a

Delaware page 1
The First State
X, J'FFREY W. BULLOCK, SECRETARY OF STAVE OP THE STATE OF
DELAWARE, DO .HEREBY CERTIFY THAT TEE .SAID "FLAKEBOARD A149RICA
LIMITED", FILED A CERTIFICATE OF MERGER, CHANGING ITS .[DAME TO
"ARAUCO NORTH AMERICA, INC. " ON THE THIRTY-.b'IRST DAY OF
DECr,,bMFR, A.D. 2018, AT 3.54 O'CLOCK P.M.
AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF
THE AFORESAID CERTIFICATE OY MERGER .IS THE TBIRTY--FIRS' DAY OF
DECEAMER, A.D, 2018 AT 11:59 O'CLOCK A.M.
4176871 8320 w}�f
SR# 20190788799\�Y`•'�
You may verify this certificate online at Corp.rfelaware.Rov/autilver.shtml
Jo1f�►Y Vi. �WIAc�.$wnlery d SlE1r uj --•.•
Authentication: 202213801
Date: 02-06-19

APPENDIX F
SITE MAPS

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1 .I

APPENDIX G
EXISTING OPERATION & MAINTENANCE PLAN

Work Area
Site Wide Environmental
Document #
EHS MONCOM ENV 005
��++
a ra u co
Document Owner
Environmental Manager
Revision #
001
Revision Contact
EHS MS Administrator
Revision Date
7/30/19
cirli3ii1c1cl
Arauco North America Inc
Moncure, NC
Wastewater Spray Irrigation System
Operation and Maintenance Plan
Pen -nit No. WQ0003396
Revision Date: July 2019

Work Area
Site Wide Environmental
Document # EHS MONCOM ENV 005
arauco
Document Owner
Environmental Manager
Revision# 001
Revision Contact
EHS MS Administrator
Revision Date 7/30/19
Table of Contents
I. System Description
II. Operational Function
III. Required System Maintenance
IV. Sludge Management
V. Safety Measures
VI. Spill Control Measures
VIi. Contact Information
Revision Date: July 2019

_Work Area Site Wide Environmental Document N EHS MONCOM ENV 005
a ra V cQ Document Owner Environmental Manager Revision it 001
Revision Contact I EHS MS Administrator I Revision Date 7130/19
I. S stem Descri tion
Spray L•rigation System:
For the operation of wastewater storage lagoon (Pond #5) modifications consisting of:
Installation of an earthen lagoon divider to separate Pond #5 into "Side C" — 6.79 million
gallons (MG) — to store rainwater, and "Side D" — 6.73 MG - to store process wastewater
from the existing PB and MDF mill; one 48.1 GPM mill water make pump (can also
transfer water from lagoon "Side C" to "Side D" if necessary)
For the continued operation of a 39,525 GPD wastewater treatment and surface irrigation
facility consisting of:
A 13.52 MG clay lined wastewater storage lagoon (Pond #5); a grit settling pond (bond
#4) to receive wastewater from Pond #5, made up of plant wastewater and wash down
water; a grit settling pond (Pond #1); a domestic wastewater package treatment plant
consisting of bar screen, a 7,000 galloon aeration, a 1,167 gallon secondary clarifier; a
1,047 gallon sludge holding tank, dual 36 cubic feet per minute (CFM) blowers, and a
185 gallon chlorine contact chamber equipped with tablet feed; an aerobic treatment pond
(Pond #2) to receive treated effluent from the domestic package treatment plant, in
addition to the wastewater from Ponds #1 and 4; secondary settling pond (Pond #3) to
receive the wastewater from Pond #2; a 500 GPM pump station to transfer treated
effluent from Pond #3 to the spray irrigation fields.
A center pivot irrigation system consisting of sprinkler nozzles averaging 11,5 GPM
divided into eight spray irrigation zones with a total irrigation area of 333.85 acres
II. Operational Function
Any blowdown water is taken to the dirty side of Pond #5, "Side D", treated though
Ponds #2-4, and disposed of on the irrigation fields north of the MDF facility.
Domestic wastewater is tributary to a DAVCO tertiary package treatment plant. The
package treatment plant's discharge is tributary to Pond #2, then to Pond 113, and the
disposed of on the irrigation fields north of the MDF facility.
Revision Date: July 2019

Work Area
Site Wide Environmental
Document H
EHS MONCOM ENV 005
ara V CO
Document Owner
Environmental Manager
Revision #!
001
Revision Contact
EHS MS Administrator
Revision Date
7/30/19
111. Required System Management
Tanks: Inspect for leaks or overflow, take out of service and repair as necessary.
Pipes: Inspect for leaks, take out of service and repair as necessary.
Pumps: Grease, change seals, repair leaks, and replace when necessary.
Center Pivot Irrigation Systems: Grease, unplug nozzles, change nozzles, and pump or
replace tires when necessary.
Ponds: Inspect base of Ponds #14 regularly, snow and maintain surrounding areas, clean
screen between Pond 44 and Pond #2 as necessary and check level gauge for adequate
freeboard regularly.
Package Plant: Inspect for proper operation of pumps and blowers as well as verify
chlorine tablets are added prior to the chlorine contact basin and final discharge to Pond
#2. Ensure influent and effluent pump station pumps are greased, have seals changesd
have leaks repaired, and be replaced when necessary.
*Moncure site maintains a work order system for mechanical and electrical malfunctions
as well as repairs. If repairs are needed, add a work order to the work order system.
Revision Date: July 2019

1�04
Worts Area
Site Wide Environmental
Document #
EHS MONCOM ENV 005
o
Document Owner
Environmental Manager
Revision #
001
Revision Contact
EHS MS Administrator
Revision Date
7/30/19
IV. Sludge Management
Several types of "sludge" or "residuals" are generated in the systems as described
previously in the system description. Listed below are the means by which each of the
sludges are to be handled and disposed.
Domestic Sludge: generated in the DAVCQ tertiary treatment plant that only treats
domestic wastewater. These solids are taken to the City of Sanford by a septage hauler.
Procedure: Refer to Arauco Residuals Management Plan Section I.
Process Wastewater Sludge: that is washed or emptied into "Side D" of Pond ##5. These
solid consist entirely of wood residuals from the MDF plant.
Procedure: Refer• to Arauco Residuals Management Plan Section 111.
Revision Date: July 2019

[arauc
Work Area
Site Wide Environmental
Document #
EHS MONCOM ENV 005
0 Document Owner
Environmental Manager
Revision #i
001
Revision Contact
EHS MS Administrator
Revision Date
7/30/19
V. health and Safe Measures
Required PPE when on Moncure's Site Includes:
• Steel/Composite Toe Footwear
• Hard Hat
• Safety Glasses
• Hearing Protection
• Hi -Visibility Clothing
Rubber/Nitrile gloves should also be used when working on the package plant. If
working with any chemicals additional PPE guidelines found in the chemical's SDS
should be followed.
Tlie Moneure site is secured with fencing that has specific control access points for
vendors and visitors. All vendors and visitors must sign -in at the front desk located in the
log cabin and/or the scale house. Vendors and visitors should also be escorted or
accompanied by an Arauco employee while on the Moneure site.
Environmental locks are placed on the spray irrigations pumps, electrical boxes to the
rotors, and well caps in order to prevent unauthorized use of these systems. Designated
environmental personnel are the only employees that have keys to the environmental
locks.
The spray irrigation system is to only be operated under the direction or supervision of an
environmental team member.
Revision Date: July 2019

Work Area
Site Wide Environmental Document #
EHS MONCOM ENV 005
a ra u cd Document Owner
Environmental Manager Revision #
I
001
Revision Contact
EH5 MS Administrator Revision Date
7/30/19
VI. Spill Control Measures
Spill of Wastewater:
• Shut source off
• Contain the spill utilizing containment material
o Dirt, Wood Residuals, Absorbents
• Ptunp remaining wastewater to an appropriate location
o Wastewater storage lagoon
o Tankers to be hauled off site to a POTW
• Clean up and ensure proper disposal of containment material or any spilled
wastewater sludge
VII. Contact Information
Environmental Manager
Savannah Carroll
Environmental Technician
Patrick Mgja s
Site Manger
Jeff McMillan
DEQ
Emergency Response Center
(919) 545-58,18(of ce)
[phone] (cell)
(919)-545-5435 (office)
[phone](office)
[phone] (cell)
[phone]
1 [phone] (After 11ows)
Revision
Number
Revision Date
Description of Change
Document Created
001
7/30/19
Revision Date: July 2019

1
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
JEFF MCMILLIAN — PLANT MANAGER
ARAUCO NORTH AMERICA, INC.
985 CORINTH ROAD
MONCURE, NORTH CAROLINA 27559
Dear Mr. McMillian:
NORTH CAROLINA
Environmental Quality
March 26, 2020
Subject: Permit No. WQ0003396
Arauco — Moncure WWTF
Wastewater Irrigation System
Chatham County
In accordance with your permit minor modification request received January 15, 2020, we are
forwarding herewith Permit No. WQ0003396 dated March 26, 2020, to Arauco North America, Inc. for the
continued operation of the subject wastewater treatment and irrigation facilities.
The following modifications to the subject permit are as follows: The compliance schedule in
Condition 1. 1. has been updated to extend the time period for the Permittee to submit a modification request
addressing storage structures located in the floodplain.
This permit shall be effective from the date of issuance through July 31, 2025, shall void Permit
No. WQ0003396 issued July 23, 2019, and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than February 1, 2025.
Please pay attention to the monitoring requirements listed Attachments A, B, and C for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Ashley Kabat at (919)
707-3658 or ashley.kabat&ncdenr.gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
D Q
� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center j Raleigh, North Carolina 27699-1617
NORTH CAROLINA i
919.707.9000

Mr. Jeff McMillian
March 26, 2020
Page 2 of 2
cc: Chatham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Arauco North America, Inc.
Chatham County
FOR THE
operation of a 39,525 gallon per day (GPD) wastewater treatment and irrigation facility consisting of the:
continued operation of a 126,000 GPD wastewater treatment facility consisting of. a 1,500 gallon calcium
hydroxide mix tank with an agitator and a 3.8 gallon per minute (GPM) metering pump; a 4,000 gallon
scrubber conditioning tank with an agitator and dual 21.3 GPM tank transfer pumps; a 500 gallon screen
water buffer tank with dual 129.6 GPM transfer pumps; a 100,000 gallon screened water tank with an
agitator and dual 119.6 GPM transfer pumps; a 500 gallon overflow tank with dual 4.4 GPM transfer pumps;
a flocculent and coagulant dosing system prior to the screw press; a Huber screw press; a 500 gallon screw
press buffer tank with an agitator and dual 153.6 GPM screw press out feed pump; three 340 gallon storage
tanks and a flocculent, coagulant, and neutralizer dosing system prior to one pipe flocculator; a dissolved
air flotation (DAF) clarifier; a 4,000 gallon sludge tank with a mixer and dual 6 GPM sludge tank transfer
pumps; a flocculent and coagulant dosing system to serve a Huber sludge screw press with a conveyer to
send dewatered and pressed wood chip sludge to the fuel pile; a 500 gallon sludge screw press buffer tank
with an agitator and dual 9 GPM buffer tanks with transfer pumps; a 500 gallon DAF outfeed buffer tank
with dual 188.8 GPM out feed transfer pumps; a 30,000 gallon mill water storage tank; two 87.1 gallon per
minute mill water transfer pumps (91 and 92); 2 squeeze water screens; a 6,800 gallon squeeze water tank
with an agitator; two 8.2 GPM plug screw flush water pumps; two 32.7 GPM excess squeeze water pumps;
a squeeze water heat exchanger; a 9,000 gallon squeeze water storage tank; two 30.9 GPM squeeze water
pumps; transfer pumps; a 13.52 million -gallon (MG) clay -lined wastewater storage Pond 5 separated by a
dike with a gate valve into Pond 5C used to collect stormwater and Pond 5D used for wastewater collection;
a grit settling Pond 4 to receive wastewater from Pond 5D, plant -site wastewater, and wash -down water; a
grit setting Pond 1; a domestic wastewater package plant consisting of a bar screen, a 7,000 gallon aeration
tank, a 1,167 gallon secondary clarifier, a 1,047 gallon sludge holding tank, dual 36 cubic feet per minute
(CFM) blowers, and a 185 gallon chlorine contact chamber with a chlorine tablet feeder; an aerobic
treatment Pond 2 to receive treated effluent from the package plant in addition to Pond 1 and Pond 4; a
secondary settling Pond 3 to receive wastewater from Pond 2; a 500 gallon per minute (GPM) pump station
to transfer treated effluent from Pond 3 to the spray irrigation fields; a 800 GPM pump station to transfer
treated effluent from pond 3 back to Pond 51); and all associated piping, valves, controls, and
appurtenances; and the
continued operation of a 39,525 GPD wastewater irrigation facility consisting of. a 33.85 acre spray
irrigation area with eight 11.5 GPM center -pivot irrigation zones; and all associated piping, valves, controls,
and appurtenances
WQ0003396 Version 3.1 Shell Version 200201 Page 1 of 10

to serve the Arauco — Moncure WWTF, with no discharge of wastes to surface waters, pursuant to the
application received January 15, 2020, and in conformity with the Division -approved plans and
specifications considered a part of this permit.
This permit shall be effective from the date of issuance through July 31, 2025, shall void Permit No.
WQ0003396 issued July 23, 2019, and shall be subject to the following conditions and limitations:
I. SCHEDULES
Prior to October 23, 2020, the Permittee shall submit a permit modification request to replace the
storage capacity of Pond 5 with a new storage system. The permit modification application shall be
sent to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh,
NC 27699-1617, or Non-Discharge.Reportskncdenr.gov. [15A NCAC 02T .0108(b)(1)(B)]
2. The Permittee shall request renewal of this permit on Division -approved forms no later than February
1, 2025. [15A NCAC 02T .0105(b), 02T .0109]
II. PERFORMANCE STANDARDS
The Permittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal facilities. [15A NCAC 02T
.0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Groundwater monitoring wells shall be constructed in accordance with 15A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1)(A)]
5. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0108(b)(1)(A)]
6. Wastewater irrigation fields permitted on or after December 30, 1983 have a compliance boundary that
is either 250 feet from the wastewater irrigation area, or 50 feet within the property boundary,
whichever is closest to the wastewater irrigation area. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b), 02T .0105(h),
G.S. 143-215.1(1), G.S. 143-215.1(k)]
7. The review boundary is midway between the compliance boundary and the wastewater irrigation area.
Any exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [15A NCAC 02L .0106(d)(1), 02L .0108]
8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [ 15A NCAC
02L .0107(c)]
WQ0003396 Version 3.1 Shell Version 200201 Page 2 of 10

9. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107]
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Chatham County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
11. The facilities herein were permitted per the following setbacks:
a. The irrigation sites were modified August 31, 1995. The setbacks for spray irrigation sites
originally permitted or modified from February 1, 1993 to August 31, 2006 are as follows (all
distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
400 1
ii. Each private or public water supply source:
100
iii. Surface waters:
100
iv. Groundwater lowering ditches:
100
v. Surface water diversions (upslope):
100
vi. Surface water diversions (downslope):
100
vii. Each well with exception of monitoring wells:
100
viii. Each property line:
150 '`
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Each water line:
10
xi. Each swimming pool:
100
xii. Public right of way:
50
xiii. Nitrification field:
20
xiv. Each building foundation or basement:
15
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from
which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
WQ0003396 Version 3.1 Shell Version 200201 Page 3 of 10

b. The storage and treatment units were modified August 31, 1995. The setbacks for storage and
treatment units originally permitted or modified from February 1, 1993 to August 31, 2006 are as
follows (all distances in feet):
I. Each habitable residence or place of assembly under separate ownership (for 400 1
facultative lagoons):
ii. Each habitable residence or place of assembly under separate ownership (for 1001
activated sludge plants):
iii. Each private or public water supply source: 100
iv. Surface waters: 50
v. Each well with exception of monitoring wells: 100
vi. Each property line: 50
vii. Nitrification field: 20
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02T .0500]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include operational
functions, maintenance schedules, safety measures, and a spill response plan. [15A NCAC 02T
.0507(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
4. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0507(b)]
5. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c)]
6. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0505(x)]
7. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d)]
8. Only treated effluent from the Arauco — Moncure WWTF shall be irrigated on the sites listed in
Attachment B. [15A NCAC 02T .0501]
9. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(e)]
WQ0003396 Version 3.1 Shell Version 200201 Page 4 of 10

10. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation facilities.
[15A NCAC 02T .0505(q)]
11. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [15A NCAC
02T .0508, 02T .I 100].
12. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .05050)]
13. The Permittee shall provide a water -tight seal on all treatment and storage units, or provide two feet
protection from the 100-year flood plain elevation. [15A NCAC 02T .0505(m)]
14. Freeboard in Pond 1, Pond 2, Pond 3, Pond 4, Pond 5D, and Pond 5C shall not be less than one foot at
anytime. [15A NCAC 02T .0505(d)]
15. Gauges to monitor waste levels in Pond 4, Pond 5D, and Pond 5C shall be provided. These gauges
shall have readily visible permanent markings, at inch or tenth of a foot increments, indicating the
following elevations: maximum liquid level at the top of the temporary liquid storage volume;
minimum liquid level at the bottom of the temporary liquid storage volume; and the lowest point on
top of the dam. [15A NCAC 02T .0507(f)]
16. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T .0507(g)]
17. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d)]
18. Diversion of stormwater from mill areas into Pond 5 is expressly prohibited. [15A NCAC 02T
.0108(b)(1)(A)]
19. If necessary to maintain the required one -foot freeboard level, wastewater from Pond 5D may be
transferred to Pond 5C via operation of the gate valve on the separator dike. Wastewater temporarily
stored in Pond 5C shall be transferred back to Pond 5D via gravity or pumping and shall comply with
monitoring requirements for PPI 001 listed in Attachment A of this permit prior to irrigation. [15A
NCAC 02T .0108(b)(1)(A)]
WQ0003396 Version 3.1 Shell Version 200201 Page 5 of 10

IV. MONITORING AND REPORTING REQUIREMENTS
The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the treated effluent at the frequencies and locations for the parameters
specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of effluent irrigated. These records shall
include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in Pond 1, Pond 2, Pond 3, Pond 4,
Pond 5C, and Pond 5D shall be measured to the nearest inch or tenth of a foot, and recorded weekly.
Weekly freeboard records shall be maintained for five years, and shall be made available to the Division
upon request. [15A NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.S. and
IV. 6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(l)]
WQ0003396 Version 3.1 Shell Version 200201 Page 6 of 10

8. The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0508(b)]
9. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[15A NCAC 02T .0507(h)]
10. Monitoring wells SMW-3, SMW-4, SMW-5, SMW-8, SMW-9, SMW-18R, SMW-19, SMW-20,
SMW-21, and surface water sampling point SCMS shall be sampled at the frequencies and for the
parameters specified in Attachment C. All mapping, well construction forms, well abandonment forms
and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1. [15A NCAC 02T .0105(m)]
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for five
years, and shall be made available to the Division upon request. Each Standard Soil Fertility Analysis
shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T .0108(c)]
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13. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0507(i)]
2. The Permittee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of the inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0507(h), 02T .0507(i)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation facilities permitted herein
at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0003396 Version 3.1 Shell Version 200201 Page 8 of 10

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
I. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
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9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 26 h day of March 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7L4a,�r/7z
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0003396
WQ0003396 Version 3.1 Shell Version 200201 Page 10 of 10

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: WQ0003396 Version: 3.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
ow-
Monthly
Composite
00940
Chloride (as Cl)
mg/L
3 x Year'
Composite
50060
Chlorine, Total Residual
mg/L
Per Event 2
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Monthly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
39,525
Continuous 3
Recorder
71880
Formaldehyde
mg/L
op
Annually'
Composite
00610
Nitrogen, Ammonia Total (as N)
mg/L
Monthly
Composite
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
Monthly
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
Monthly
Composite
00600
Nitrogen, Total (as N)
mg/L
Monthly
Composite
00400
pH
su
Per Event 2
Grab
00665
Phosphorus, Total (as P)
mg/L
Monthly
Composite
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year'
Composite
00530
Solids, Total Suspended
mg/L
Monthly
Composite
1. 3 x Year sampling shall be conducted in March, July, and November; Annual sampling shall be conducted in November.
2. Per Event sampling shall be conducted per irrigation event, but not to exceed 5 x Week.
3. Flow measurement shall be taken from the flowmeter after Pond 3, but prior to irrigation.
WQ0003396 Version 3.1 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B — APPROVED LAND APPLICATION SITES AND LIMITATIONS
Arauco North America, Inc. — Arauco — Moncure WWTF
Permit Number: WQ0003396 Version: 3.1
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
2
Arauco North America, Inc.
Chatham
35.604501'
-79.040926'
3.64
01284 — Non -Discharge Application Rate
0.20
16.8
inches
3
Arauco North America, Inc.
Chatham
35.605992'
-79.041420'
2.27
01284 — Non -Discharge Application Rate
0.20
16.8
inches
4
Arauco North America, Inc.
Chatham
35.607248'
-79.042772'
4.58
01284 — Non -Discharge Application Rate
0.20
12.74
inches
5
Arauco North America, Inc.
Chatham
35.608792'
-79.043018'
4.63
01284 — Non -Discharge Application Rate
0.20
12.74
inches
6
Arauco North America, Inc.
Chatham
35.610301'
-79.043362'
5.67
01284 — Non -Discharge Application Rate
0.20
16.8
inches
7
Arauco North America, Inc.
Chatham
35.610973'
-79.045057'
5.65
01284 — Non -Discharge Application Rate
0.20
16.8
inches
8
Arauco North America, Inc.
Chatham
35.605137'
-79.045819'
2.83
01284 — Non -Discharge Application Rate
0.20
16.8
inches
9
Arauco North America, Inc.
Chatham
35.606769'
-79.046076'
4.58
01284 — Non -Discharge Application Rate
0.20
16.8
inches
Totals
33.85
WQ0003396 Version 3.1 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0003396 Version: 3.1
Monitoring Wells: SMW-3, SMW-4, SMW-5, SMW-8, SMW-9, SMW-18R, SMW-19, SMW-20, SMW-21, and SCMS
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
1
76995
Methanal (Formaldehyde) Whole Water, ug/L
mg/L
Annually
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
1,2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
GWVOC
Volatile Compounds (GW)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
1, 2, 3
1. 3 x Year monitoring shall be conducted in March, July, and November, Annual monitoring shall be conducted in November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 gg/L or less
b. Standard Method 621 OD, PQL at 0.5 gg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 gg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 �ug/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used shall meet the following qualifications:
a. A laboratory shall be DWR certified to run any method used.
b. The method used shall include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used shall provide a PQL of 0.5 gg/L or less that shall be supported by laboratory proficiency studies as required by the DWR Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 gg/L shall be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Raleigh Regional Office supervisor, telephone number [phone], shall
be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis shall be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
WQ0003396 Version 3.1 Attachment C Page 1 of 2

7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0003396 Version 3.1 Attachment C Page 2 of 2

Figure 1 - Arauco-Moncure WWTP
RAUCO PANELS USA LLC
ARAUCO PANELS USA LLC
OFFICEMAX INC
ik or MONCURE HOLDINGS LLC
MONCURE PLY*LLC
$:
C ti} UCO NELS USA LLC
BRYAN CLINTON E I TRU TEE
INTON E III UST ,
EIVRY T Z-/ i11 ' ;
UNTE PHEN M
RCIt11H' O Sx � LC"
BRYA CLINTON'E III TR STEE
Internal Treatment Units
A
100,000 Gallon Storage Tank
PE EY MICHA L P r
Stormwater Pond
' ARAUCO FfNEV U�
Legend00
`
Fire Ponds1 ,
ri1` h0 j
Q Monitoring Wells
OARAUCO PANELS USA LLC
Review Boundary �� O
Compliance Boundary y
Treatment Process Line (approx.)
Stormwater Ditch I OF SAN RD
LIGHT C
® Wetted Spray Irrigation Area SOUTH H
E-sri, HBRE, Garmin, ©OpenStreetMap contributors, nd the GIS user communit, ,
Property Lines Source: Bsri, DigitalGlobe, GeoE e, E rthster Geogr phics, CNE}S/Airbus DS,
USDA, USGS, AeroGRdD, IGN, nd the GIS User Community

SOSID: 1238079
Date Filed: 3/27/2019 2:28:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 078 01400
STATE OF GEORGIA-
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF MERGER
I, Robyn A. Crittenden, the Secretary. of; State' and the .Corporation Commissioner of the State of
Georgia, do hereby issue this certificate,pwsuant to Title' •14 -of-the Official Code of Georgia Annotated
certifying that articles or a certificate'of merger and fees have been'fled•regarding the merger of the below
entities, effective as of 12/3//1/2018..Attached is a true and con:ecf copy of the"said filing.
Surviving Entity. Pt •ti', :� �`-
_. /�"
Flakeboard America Limited, a Foreign Profit Corporation�,
<<
Nonsurviving Entity/Entities:
ARAUCO PANELS USA, LLC, a Domestic Limited Liability Company
WITNESS my.h nd and official seal in the City of Atlanta
and the State 'of Georgia on 12/26/2018.
r --
Ro yn A. Critten en
Secretary of State

ARTICLES OF MERGER
OF
ARAUCO-PANELS-USAt LLC
. ..WMAND WM -
FLA100ARD AWMICAI.LRVMD
December 31,2018 -
Pursuant .to Section 14-11404 of the Georgia LWted,-Liabllity CoaWy Act. (the
"&qe1), the undersigned dots berebycertify, as follows:
L
The mm of the merging entities are Arauco Panels USA, LLC, a Borgia lisaited
liability company (the "E#_rtkj, and Flakeboard America Limited, a Delaware corporation (the
"stmrivina Entity").
Pursuant to an Agreement and Plan of Merger (the "Plan of ?At P will Merge
with and into the. Surviving Eritity. The Surviving Entity will'be thi- surviVft -entity in the
Merger.
The Merger shall become effective as of December ,3 1,2016 at 11:59 p.m. ET.
IV.
As provided far in the Plan of'Merger. the Certificate of Incorporation of the Surviving
Entity shall continue as the Certificate of Incorporation of the Surviving Entity.
V.
The Bylaws of the Surviving Entity shall continue in full force and effect.as the bylaws of
the Surviving Entity.
Iml
An executed copy of the -Plan of Merger is an rile at the principal place of businessofthe
Surviving Entity; which is located at 400 Perimeter Center Terrace. Suite 750, Atlanta, Georgia
30346. A copy of the Plan of Merger will be furnished by the Surviving Ehtky, an request and
without cost, to any member or stockholder of either entity that is a party to the Merger.
4921-2SS6-a".3

5i
I
A
VIL
Pursuant to 8WOO 14-11 -OD! of the Code, the Merger has been duly..authodzed and
approved by the mqUisite v6tes of the mp
miar.and sole member of the Pmelsand by the board,
of directors and the stockh6iden of ft'Surviving Entity.
Isis hfitury appears Onfillowit0w,
Mtf
4101-253"M3

IN WITNESS ViftRBOF. the Surviving Entity has caused them Arddts of Merger to
be Signed by is aud; 10flied officer as of the daft first written above,
FLAIKEBOAJt6AM9w6AlnWw
Name: UAW—.,
Tide: 7411-re
0
IMMI-259.0".3

AGREEMENT AND PLAN OF MERGER
OF
ARAUCO PANELS USA, LLC
(a Georgia limited liability company)
WITHAND INTO
FLAKEBOARD AMERICA LIMITED
(a Delaware corporation)
TWS . AGMEMEli1T AND PLAN OF MERGER (&e ",i.0 '.,) is dated as of
December 3 t, . 2018, by and among . Arauco Panels USA, LLC, a Georgle , limited liability
company ("Painels'I, and Irtakebasrd. Attterica Limited, a Delaware corporation ("EW and
together with Parils;'the `Constituent Entities"y.
WITNESSETH:
WHEREAS, upon and subject to the terms and conditions set forth herein, Panels desires
to merge with and into FAL, with PAL as the surviving corporation of such merger (the
"Merlrer" j.
NOW, THEREFORE, in consideration of the premises and the mutual, covenants and
agreements herein contained, the parties do hereby agree as follows:
SECPION 1
THE MERGER, ADDITIONAL ACTIONS
1.1 TheMem£L Upon .the terms and subject to theconditions of this Agreement and
in accordance with applicable laws, at the "Effective Time" (as defined. below); Panels shall be
merged into PAL and the separate existence Of Panels shall thereupon cease. FAL. shall be the
surviving corporation- in the Merger (referred to herein as the "Surviving. fatit1r. The
Surviving Entity shell- have the name "Arauco North America, Inc.."
1.2 E tiva 'line. The Merger shall be effective on December 31, 2016 at l 1:59
p.m. ET (the `9ffeciyve TMIN0..
1.3 Effect of Mercer. At the Effective Time, the separate existence of Panels shall
cease, and the Merger will Have the effects set .forth in the Delaware General Corporation Law
and the Georgia Limited Liability {Company Act. Without limiting the foregoing, at -the Effective
Time: title to all teat estate and other property (including intellectual property) owned by Panels
shall be vested in FAL without reversion or impairment; PAL shall have all liabilities of Panels;
and any proceeding pending against Panels may be continued as if the Merger did not occur or
FAL may be substituted in eels proerxding for Panels.

1.4 Cadricate laws.
(a) cenificate of loco ra 'an. The Certificate of incorporation of FAL to
effect immediately prior to the Effective Time of the Merger shall be the Certit"icmte of
Incorporation of the Surviving Entity. Ore Certificate of incorporation of the Surviving Entity
shall be amended by deleting the text of Article 1 in its. entirety and replacing it with the
following: The name of the corporation is Amuco North America, Inc." All other provisions of
the Certificate of Incorporation shall remain unchanged.
(b) Bylim. The bylaws of FAL in effect Immediately prior to the Effective
Time of the Merger shall be the bylaws of the Surviving Entity unless and until amended or
repealed as provided by law, by the Certificate of Incorporation of the Surviving Entity, or by the
bylaws of the Surviving Entity.
1.5 Directors and Officers. The directors and officers of FAL immediately prior to
the Effective Mine of the. Merger shall be the Directors and Officers of the Surviving Entity,
until their successors shall have been elected and shall qualify or until otherwise provided by
law, by the Certificate of incorporation of the Surviving Entity, or by the bylaws of the Surviving
Entity.
1.6 Tbmsfer.Boolcs. At the Effective Time, the interest transfer books of Panels shall
be cloud and no transfer of any interest of the Panels shall thereafter be recorded.
1.7 Further Assurances. If, at any time after the Effective Time of the Merger, the
Surviving Entity shall consider or be advised that any deeds, bills of sale, assignments,
assurances, or any other actions or things are necessary or desirable to vest; perfect'or confirm of
record or otherwise in the Surviving Entity, its right, title or interest in, to or under any of the
rights, properties or assets of Panels acquired or to be acquired by the Surviving Entity, as a
result of, or in connection with, the Merger or to otherwise carry out this Agreement, the officers
and directors of the Surviving Entity snail, and hereby are authorized to, execute and deliver, in
the name and on behalf of the Constituent Entitles or otherwise, all such deeds; bills of sale,
assignments and assurances and to take and do, in the name and on behalf of the Constituent
Entities or otherwise, all such other actions and things as may be necessary or desirable to vest,
perfect or confirm any and all right, title and interest in, to and under such rights, properties or
assets in the Surviving Entity or to otherwise carry out this Agreement.
SECTION 2
TERA+iS OF THE TRANSACTION
2.1 At the Effective Time, by virtue of the Merger and without any action on the part
of the holders thereof, all issued and outstanding membership interests of Panels shall be
surrendered to the Surviving Entity for cancellation and shall not be converted or exchanged in
any manner.
2.2 This Agreement is part of a "plan of reorganization" (as defined in U.S. Treasury
Regulation Section 1.368-2(g)). The parties intend that the transactions contemplated hereby
shall be treated as part of a reorganization that satisfies the requirements of Section 368 (a)(1)(A)
2 asaa zsxt solos

and, in rite alternative, Section 368 (axl)(A) of the U.S. fraternal Revenue Code of 1986, as
amended.
SEMON 3
MISCELLANEOUS
3..1 l &W: Agree This Agreement constitutes the stale understanding of the
Parties with respect to the subject matter hereof; provided,lowever; that this provision is not
Intended to abrogate any othet written agreement between the parties executed with or after this
Agreement.
3.2 Te?minad Tbis Agreement may be terminated and the Merger.abandoned at
any time prior to making appropriate filings with the Secretary'of .State oft In and the
Secretary of State of D laware by action taken by the respective governing bodies of the
Constituent Entities.
3.3 Countematts. This Agreement may be executed in any.number of counwparts,
each of which sbaif for all Purposes be deemed to be an original and all of which shall constitute
the same instrument,
3.4 Magitits. Tkfe headings of the Sections and' paragraphs of: this Ament are
inserted for conwhienct only and shall not be deemed to constitute pact of this Agreement or to
affect the Construction thereof.
-3.5 C3overnina Law. This Agreement is executed by the parties hereto in and shall be
construed in accordance with artd governed by the laws of tbt State of belawaie without giving
effect to the principlesof connects of law thereof.
(Signatures appear on next page)
3 ae+d xsxs

IN WITNESS WI•tMWF, each of the Constituent End ties has caused this Agreement to
be executed by its duly authorized officers, as of the date first above written.
FLAKEBOARD AMMCA LIMITED,
a Delaware corporation
By:
Name: G�
Title:
ARAUCO PANELS USA, LLC,
a Georgia limited liability company
By:
Alamo: Mr. at4lZ
Title:
4
4840 #53340803

Delaware
The First State
Page 1
Z. JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY THAT THE SAID "FLAKEBOARD AMERICA
LIMITED", FILED A CERTIFICATE OF MERGER, CHANGING ITS NAME TO
"ARAUCO NORTH AMERICA, INC." ON THE THIRTY—FIRST DAY OF
DECEMBER, A.D. 2018, AT 3:54 O'CLOCK P.M.
AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF
THE AFORESAID CERTIFICATE OF MERGER IS THE THIRTY—FIRST DAY OF
DECE MR, A.D. 2018 AT 11:59 O'CLOCK P.M.
0 0
p d0
4176871 8320 6
SR# 20190788799
You may verify this certificate online at corp.delaware.gov/authver.shtmi
�■nwy W. SUAHMN.30"OV al BMW
Authentication: 202213801
Date: 02-06-19