HomeMy WebLinkAboutNC0003191_permit issuance_20131122Permit NC0003191
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Weyerhaeuser NR Company
is hereby authorized to discharge wastewater from a facility located at
New Bern Cellulose Fibers
1785 Weyerhaeuser Road
Vanceboro, North Carolina
Craven County
to receiving waters designated as Neuse River in the Neuse River Basin in accordance with effluent
limitations, monitoring requirements, and other applicable conditions set forth in Parts I, II, and III
hereof.
The permit shall become effective January 1, 2014.
This permit and the authorization to discharge shall expire at midnight on April 30, 2018.
Signed this day November 22, 2013.
Final signed by Tom Belnick
Thomas A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
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Permit NC0003191
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Weyerhaeuser NR Company is hereby authorized to:
1. Continue to operate an existing 32.0 MGD wastewater treatment facility located at
the New Bern Cellulose Fibers plant, 1785 Weyerhaeuser Road, Vanceboro,
Craven County, and consisting of the following treatment components:
■ bar screen
■ primary clarifier
■ sludge press
■ two aeration ponds with a combined volume of 346 million gallons (98 acres)
■ storage and settling pond with a volume of 332 million gallons (116 acres)
■ reaeration canal
■ side -stream oxygenation system
■ effluent diffuser system (Outfall 001).
2. Continue to operate four existing passive oil/water separators consisting of grit
removal, baffled sumps, and piping to the wastewater treatment facility.
3. Continue to discharge bleach plant effluent to the wastewater treatment system
via separate acid and alkaline sewers (Internal Outfall 003).
4. Discharge from said treatment works at the locations specified on the attached
map into the Neuse River, currently classified SC -Swamp NSW waters in the
Neuse River Basin.
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Permit NC0003191
Part i
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until the twelve (12) month average flow exceeds 18
MGD or expiration, the Permittee is authorized to discharge treated wastewater from Outfall 001. Such
discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Sample
Location
Flow
20.0 MGD
Continuous
Recording
Effluent
Total Monthly Flow (MG)
Monitor and report
Monthly
Recorded or
calculated
Effluent
BOD, 5-day, 200C
(April 1 —October 31
3550 pounds/day
43.0 m /L
6813 pounds/day
66.0 m /L
3/Week
Composite
Effluent
BOD, 5-day, 200C
November 1 — March 31
7100 pounds/day
43.0 m /L
13631 pounds/day
66.0 m /L
3/Week
Composite
Effluent
Total Suspended Solids
8250 pounds/day
26700 pounds/day
3/Week
Composite
Effluent
NH3 as N
900 pounds/day
1720 pounds/day
Weekly
Composite
Effluent
D.O. (Summer minimum)1,7
172 pounds/MG
Daily
Grab
Effluent
Temperature
Daily
Grab
Effluent
Conductivity
Daily
Grab
Effluent
pH
> 6.0 and < 9.0 standard units
Daily
Grab
Effluent
Color
Quarterly
Grab
Effluent
TKN
Monitor and report
Weekly
Composite
Effluent
NO2+NO3
Monitor and report
Weekly
Composite
Effluent
Total Nitrogen
Monitor and report
Weekly
Composite
Effluent
Total Nitrogen Load2
Monitor and report
312,828 pounds/year2
Monthly
Annually
Calculatedz
Calculatedz
Effluent
Effluent
Total Phosphorus
2.0 mg/L (quarterly average)3
Weekly
Composite
Effluent
Pentachlorophen014
3.1 pounds/day
Weekly
Composite
Effluent
Trichlorophenol^
19.4 pounds/day
Weekly
Composite
Effluent
AOX5
1254 pounds/day
1914 pounds/day
Monthly
Composite
Effluent
Chronic Toxicitys
Quarterly
Composite
Effluent
Notes:
1. The minimum summer D.O. shall be reported as the sum of effluent and side -stream oxygenation system. If
the automatic oxygen sampler indicates that instream oxygen concentration is above 5.5 mg/L and the river
flow is greater than 329 cfs, the facility can discontinue the supplemental oxygen injection during the months
of April and May only.
2. See Special Condition A.(6.). Calculation of Total Nitrogen Load.
3. Compliance shall be based upon a quarterly average of weekly composite samples collected during the
calendar quarter (Jan. -March, Apr -June, July -Sept., Oct.- Dec.).
4. Monitoring is not required for these compounds if the permittee certifies in writing that chlorophenolic-
containing biocides are not used at the facility.
5. AOX monitoring shall be in accordance with the Weyerhaeuser Cluster Rule Sampling Plan (dated 8/11/2000)
or subsequent modifications approved by the Division. AOX data shall be submitted on a quarterly basis
along with other Cluster Rule chemical data; refer to Special Condition A.(13.).
6. Chronic Toxicity (Ceriodaphnia) at 8.6%; January, April, July, and October [see Special Condition A.(5.)].
7. (Summer) = April 1- October 31
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
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Permit NC0003191
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the day when the twelve (12) month average flow exceeds 18 MGD and lasting until expiration, the
Permittee is authorized to discharge treated wastewater from Outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Sample
Location
Flow
32.0 MGD
Continuous
Recording
Effluent
Total Monthly Flow (MG)
Monitor and report
Monthly
Recorded or
calculated
Effluent
BOD, 5-day, 200C
(April 1— October 31
3550 pounds/day
43.0 m /L
6813 pounds/day
66.0 m /L
3/Week
Composite
Effluent
BOD, 5-day, 200C
November 1 — March 31
7100 pounds/day
43.0 m /L
13631 pounds/day
66.0 m /L
3/Week
Composite
Effluent
Total Suspended Solids
8250 pounds/day
26700 pounds/day
3/Week
Composite
Effluent
NH3 as N
900 pounds/day
1720 pounds/day
Weekly
Composite
Effluent
D.O. (Summer minimum)1,7
172 pounds/MG
Daily
Grab
Effluent
Temperature
Daily
Grab
Effluent
Conductivity
Daily
Grab
Effluent
pH
> 6.0 and < 9.0 standard units
Daily
Grab
Effluent
Color
Quarterly
Grab
Effluent
TKN
Monitor and report
Weekly
Composite
Effluent
NO2+NO3
Monitor and report
Weekly
Composite
Effluent
Total Nitrogen
Monitor and report
Weekly
Composite
Effluent
Total Nitrogen Load2
Monitor and report
312,828 pounds/year2
Monthly
Annually
Calculatedz
Calculatedz
Effluent
Effluent
Total Phosphorus
2.0 mg/L (quarterly average)3
Weekly
Composite
Effluent
Pentachlorophen014
3.1 pounds/day
Weekly
Composite
Effluent
Trichlorophenol^
19.4 pounds/day
Weekly
Composite
Effluent
AOXS
1254 pounds/day
1914 pounds/day
Monthly
Composite
Effluent
Chronic Toxicity6
Quarterly
Composite
Effluent
Notes:
1. The minimum summer D.O. shall be reported as the sum of effluent and side -stream oxygenation system. If
the automatic oxygen sampler indicates that instream oxygen concentration is above 5.5 mg/L and the river
flow is greater than 329 cfs, the facility can discontinue the supplemental oxygen injection during the months
of April and May only.
2. See Special Condition A.(6.). Calculation of Total Nitrogen Load.
3. Compliance shall be based upon a quarterly average of weekly composite samples collected during the
calendar quarter (Jan. -March, Apr -June, July -Sept., Oct.- Dec.).
4. Monitoring is not required for these compounds if the permittee certifies in writing that chlorophenolic-
containing biocides are not used at the facility.
5. AOX monitoring shall be in accordance with the Weyerhaeuser Cluster Rule Sampling Plan (dated 8/11/2000)
or subsequent modifications approved by the Division. AOX data shall be submitted on a quarterly basis
along with other Cluster Rule chemical data; refer to Special Condition A.(13.).
6. Chronic Toxicity (Ceriodaphnia) at 13%; January, April, July, and October [see Special Condition A.(5.)].
7. (Summer) = April 1- October 31
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
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Permit NC0003191
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized
to discharge bleach plant effluent from Internal Outfall 003. Such discharges shall be limited and
monitored by the Permittee as specified below:
PARAMETER
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS'
Monthly Average
Daily Maximum
Measurement
Frequency
Sample
Type3
Sample
Locationz
Flow
Weekly
Calculated
BPE
2,3,7,8-TCDF
31.9 pg/L4
Annually
Composite
BPE
2,3,7,8-TCDD
< 10 pg/L4
Annually
Composite
BPE
Trichlorosyringol
< 2.5 ug/L4
Annually
Composite
BPE
3,4,5-Trichlorocatechol
< 5.0 ug/L4
Annually
Composite
BPE
3,4,6-Trichlorocatechol
< 5.0 ug/L4
Annually
Composite
BPE
3,4,5-Trichloroguaiacol
< 2.5 ugIL4
Annually
Composite
BPE
3,4,6-Trichloroguaiacol
< 2.5 ug/L4
Annually
Composite
BPE
4,5,6-Trichloroguaiacol
< 2.5 ugIL4
Annually
Composite
BPE
2,4,5-Trichlorophenol
< 2.5 ug/L4
Annually
Composite
BPE
2,4,6-Trichlorophenol
< 2.5 ugIL4
Annually
Composite
BPE
Tetrachlorocatechol
< 5.0 ug/L4
Annually
Composite
BPE
Tetrachloroguaiacol
< 5.0 ugIL4
Annually
Composite
BPE
2,3,4,6-Tetrachlorophenol
< 2.5 ug/L4
Annually
Composite
BPE
Pentachlorophenol
< 5.0 ugIL4
Annually
Composite
BPE
Notes:
1. Monitoring and flow calculations shall be in accordance with the Weyerhaeuser Cluster Rule Sampling Plan
(dated 8/ 11 /00) or subsequent modifications approved by the Division. Chemical results for Cluster Rule
parameters (Internal Outfall 003 parameters + AOX from Outfall 001) shall be reported on a quarterly basis;
refer to Special Condition A.(13.). The facility has been exempted from monitoring chloroform in accordance
Cluster Rules requirements (see Special Condition A.(14.).
2. Sample locations: BPE (Bleach Plant Effluent) is composed of BPE-acid (acid sewer collected from tap
installed on filtrate pump from C102 bleaching stage D), BPE-acid (acid sewer collected from tap installed on
filtrate pump from C102 pre -bleaching stage W), and BPE-alkaline (alkaline sewer collected from tap installed
on filtrate pump from alkaline extraction stage Eop).
3. Sample Type: Calculated- calculate separate flows for alkaline and acid sewers by water balance, and report
total bleach plant flow (acid + alkaline waste streams) in DMRs. Grab- collect separate automated grab
samples over a 24-hour period from both the acid and alkaline streams using the ISCO Cluster Rule Volatile
Organic Compound sampler (or similar sampler), which will then be composited separately by the lab, and
analyzed as separate 24-hr composite acid and alkaline samples. Composite- collect separate automated
composite samples over a 24-hour period from both the acid and alkaline streams, then prepare and analyze
a single flow -proportioned composite of the acid and alkaline waste stream.
4. Limits are based on Minimum Levels (ML) specified in 40 CFR 430.01.
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Permit NC0003191
A. (4.) INSTREAM MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expiration, the Permittee shall monitor
instream conditions as specified below:
INSTREAM
MONITORING REQUIREMENTS
PARAMETER
Measurement Frequency
Sample Type2
Sample Location'
Dissolved Oxygen,
(April 1 -October 31) 2/Month
Grab
U2, D2, D4
Temperature,
pH,
Conductivity, TN, TP
Color
Quarterly
Grab
U 1, D 1, D2, D4
Dissolved Oxygen3,4
Daily
Grab
U25
Dissolved Oxygen,
(November 1 - March 31) Monthly
U1, D1
Temperature,
pH,
Conductivity
TN, TP
(November 1 - March 31) Monthly
U2
Notes:
1. Sample locations: U 1 - Upstream at Spring Garden, U2 - Upstream at Streets Ferry Bridge, D1-
Downstream at Monitor, D2- Downstream at Narrows, D4- Downstream at Coast Guard
navigation marker M38 located just off the City of New Bern downstream of railway bridge.
2. Grab samples for D.O., Temp, and Conductivity shall be collected at one -meter depth intervals
from surface (0.1 m) to bottom. Grab samples for pH and color shall be collected at surface
only.
3. This requirement becomes effective on April 1, 2014.
4. If the automatic oxygen sampler indicates that instream oxygen concentration is above 5.5
mg/L and the river flow is greater than 329 cfs, the facility can discontinue the supplemental
oxygen injection during the months of April and May only.
5. The alternative sampling location for dissolved oxygen is oil dock on the company property. The
location can be used if the automatic oxygen sampler on the Streets ferry Bridge is
malfunctioning or being repaired/maintained.
A. (5.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 8.6% for 20 MGD flow or 13% for 32 MGD flow.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent
versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions. The tests will be performed during the months of January, April, July, and October.
Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months
as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February
1998) or subsequent versions.
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Permit NC0003191
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that
does have a detectable impairment of reproduction or survival. The definition of "detectable impairment,"
collection methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase
II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP313 for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWR Form AT-3 (original) is to be sent to the
following address:
Attention: NC DENR / DWR / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is
employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,
the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at
the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed
by the North Carolina Division of Water Resources indicate potential impacts to the receiving stream, this permit
may be re -opened and modified to include alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such
monitoring shall be included in the calculation & reporting of the data submitted on the DMR & all AT Forms
submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (6.) CALCULATION OF TOTAL NITROGEN LOADS
a. The Permittee shall calculate monthly and annual TN Loads as follows:
i. Monthly TN Load (pounds/mo) = TN x TMF x 8.34
where:
TN = the average Total Nitrogen concentration (mg/L) of the composite
samples collected during the month
TMF = the Total Monthly Flow of wastewater discharged during the month
(MG/mo)
8.34 = conversion factor, from (mg/L x MG) to pounds
ii. Annual TN Load (pounds/yr) = Sum of the 12 Monthly TN Loads for the calendar year
b. The Permittee shall report monthly Total Nitrogen results (mg/L and pounds/mo) in the appropriate
discharge monitoring report for each month and shall report each year's results (pounds/yr) with the
December report for that year.
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Permit NC0003191
A. (7.) ANNUAL LIMITS FOR TOTAL NITROGEN
a. Total Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse River basin are
annual limits and are applied for the calendar year.
b. For any given calendar year, the Permittee shall be in compliance with the annual TN Load limit in this
Permit if:
i. the Permittee's annual TN Load is less than or equal to said limit, or
ii. the Permittee is a Co-Permittee Member of a compliance association.
The TN Load limit in this Permit (if any) may be modified as the result of allowable changes in the
Permittee's TN allocation.
i. Allowable changes include those resulting from purchase of TN allocation from the Wetlands
Restoration Fund; purchase, sale, trade, or lease of allocation between the Permittee and other
dischargers; regionalization; and other transactions approved by the Division.
ii. The Permittee may request a modification of the TN Load limit in this Permit to reflect allowable
changes in its TN allocation. Upon receipt of timely and proper application, the Division will modify the
permit as appropriate and in accordance with state and federal program requirements.
iii. Changes in TN limits become effective on January 1 of the year following permit modification. The
Division must receive application no later than August 31 for changes proposed for the following
calendar year.
iv. Application shall be sent to:
NCDWR / NPDES Programs
Attn: Neuse River Basin Coordinator
1617 Mail Service Center
Raleigh, NC 27699-1617
d. If the Permittee is a member and co-permittee of an approved compliance association, its TN discharge
during that year is governed by that association's group NPDES permit and the TN limits therein.
i. The Permittee shall be considered a Co-Permittee Member for any given calendar year in which it is
identified as such in Appendix A of the association's group NPDES permit.
ii. Association roster(s) and members' TN allocations will be updated annually and in accordance with
state and federal program requirements.
iii. If the Permittee intends to join or leave a compliance association, the Division must be notified of the
proposed action in accordance with the procedures defined in the association's NPDES permit.
(1) Upon receipt of timely and proper notification, the Division will modify the permit as appropriate
and in accordance with state and federal program requirements.
(2) Membership changes in a compliance association become effective on January 1 of the year
following modification of the association's permit.
e. The TN monitoring and reporting requirements in this Permit remain in effect until expiration of this
Permit and are not affected by the Permittee's membership in a compliance association.
A. (8.) TOTAL NITROGEN ALLOCATIONS
The following table lists the Total Nitrogen (TN) allocation(s) assigned to, acquired by, or transferred to the
Permittee in accordance with the Neuse River nutrient management rule (T15A NCAC 02B .0234) and the status
of each as of permit issuance. For compliance purposes, this table does not supercede any TN limit(s) established
elsewhere in this permit or in the NPDES permit of a compliance association of which the Permittee is a Co-
Permittee Member.
ALLOCATION
TYPE
SOURCE
DATE
ALLOCATION AMOUNT Ill
STATUS
Estuary
Discharge
(pounds/yr)
(pounds/yr)
Base
Assigned by Rule
12/7/97;
312,828
312,828
Active
(T15A NCAC 02B .0234)
4/1/03
Footnote:
(1) Transport Factor = 100%
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Permit NC0003191
Any addition, deletion, or modification of the listed allocation(s) (other than to correct typographical errors) or any
change in status of any of the listed allocations shall be considered a major modification of this permit and shall
be subject to the public review process afforded such modifications under state and federal rules.
A. (9.) INSTREAM DISSOLVED OXYGEN/DISCHARGE RESTRICTION
The permittee shall not discharge any wastewater if the depth averaged dissolved oxygen concentration at any
stream station is < 3.0 mg/L in the fresh water portion of the river or above the halocline in the saline portion of
the river, unless the side -stream oxygenation system is operating and such discharge is authorized by the
Director or his/her designee.
A. (10.) WASTEWATER STORAGE
It is a recommendation, but not a requirement of this permit, that the facility store wastewater when the Neuse
River flow is less than 329 cfs.
A. (11.) STREAMFLOW DATA
The facility will calculate the daily Neuse River flow at Outfall 001 and must maintain this data onsite and
available to the Division for review upon request.
A. (12.) BEST MANAGEMENT PRACTICES (BMPs)
The permittee must implement the BMPs specified in Section I below. The primary BMP objective is to prevent
leaks and spills of spent pulping liquors, soap, and turpentine. A secondary objective is to contain, collect, and
recover at the immediate process area, or otherwise control, those leaks, spills, and intentional diversions of
spent pulping liquor, soap, and turpentine that do occur. BMPs must be developed according to best
engineering practices and must be implemented in a manner that takes into account the specific circumstances
at the mill.
Section I. BMP Implementation Requirements
1. The permittee must return spilled or diverted spent pulping liquors, soap, and turpentine to the process to
the maximum extent practicable as determined by the mill, recover such materials outside the process, or
discharge spilled or diverted material at a rate that does not disrupt the receiving wastewater treatment
system.
2. The permittee must establish a program to identify and repair leaking equipment items. This program must
include: (i) Regular daily visual inspections of process area with equipment items in spent pulping liquor,
soap, and turpentine service; (ii) Immediate repair of leaking equipment items, when possible. Leaking
equipment items that cannot be repaired during normal operations must be identified, temporary means for
mitigating the leaks must be provided, and the leaking equipment items repaired during the next
maintenance outage; (iii) Identification of conditions under which production will be curtailed or halted to
repair leaking equipment items or to prevent pulping liquor, soap, and turpentine leaks and spills; and (iv) A
means for tracking repairs over time to identify those equipment items where upgrade or replacement may
be warranted based on frequency and severity of leaks, spills, or failures.
3. The permittee must operate continuous, automatic monitoring systems that the mill determines are
necessary to detect and control leaks, spills, and intentional diversions of spent pulping liquor, soap, and
turpentine. These monitoring systems should be integrated with the mill process control system and may
include, e.g., high level monitors and alarms on storage tanks; process area conductivity (or pH) monitors
and alarms; and process area sewer, process wastewater, and wastewater treatment plant conductivity (or
pH) monitors and alarms.
4. The permittee must establish a program of initial and refresher training of operators, maintenance
personnel, and other technical and supervisory personnel who have responsibility for operating,
maintaining, or supervising the operation and maintenance of equipment items in spent pulping liquor,
soap, and turpentine service. The refresher training must be conducted at least annually and the training
program must be documented.
5. The permittee must prepare a brief report that evaluates each spill of spent pulping liquor, soap, or
turpentine that is not contained at the immediate process area and any intentional diversion of spent
pulping liquor, soap, or turpentine that is not contained at the immediate process area. The report must
describe the equipment items involved, the circumstances leading to the incident, the effectiveness of the
corrective actions taken to contain and recover the spill or intentional diversion, and plans to develop
changes to equipment and operating and maintenance practices as necessary to prevent recurrence.
Discussion of the reports must be included as part of the annual refresher training.
6. The permittee must establish a program to review any planned modifications to the pulping and chemical
recovery facilities and any construction activities in the pulping and chemical recovery areas before these
activities commence. The purpose of such review is to prevent leaks and spills of spent pulping liquor, soap,
and turpentine during the planned modifications, and to ensure that construction and supervisory
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Permit NCO003191
personnel are aware of possible liquor diversions and of the requirement to prevent leaks and spills of spent
pulping liquors, soap, and turpentine during construction.
7. The permittee must install and maintain secondary containment (i.e., containment constructed of materials
impervious to pulping liquors) for spent pulping liquor bulk storage tanks equivalent to the volume of the
largest tank plus sufficient freeboard for precipitation. An annual tank integrity testing program, if coupled
with other containment or diversion structures, may be substituted for secondary containment for spent
pulping liquor bulk storage tanks.
8. The permittee must install and maintain secondary containment for turpentine bulk storage tanks.
9. The permittee must install and maintain curbing, diking or other means of isolating soap and turpentine
processing and loading areas from the wastewater treatment facilities.
10. The permittee must conduct wastewater monitoring to detect leaks and spills, to track the effectiveness of
the BMPs, and to detect trends in spent pulping liquor losses. Such monitoring must be performed in
accordance with Section V.
Section II. BMP Plan Requirements
1. The permittee must prepare and implement a BMP Plan. The BMP Plan must be based on a detailed
engineering review as described in this section. The BMP Plan must specify the procedures and the
practices required for the mill to meet the requirements of Section I, the construction the mill determines is
necessary to meet those requirements including a schedule for such construction, and the monitoring
program (including the statistically derived action levels) that will be used to meet the requirements of
Section V. The BMP Plan also must specify the period of time that the mill determines the action levels
established under Section IV may be exceeded without triggering the responses specified in Section V.
2. The permittee must conduct a detailed engineering review of the pulping and chemical recovery operations --
including but not limited to process equipment, storage tanks, pipelines and pumping systems, loading and
unloading facilities, and other appurtenant pulping and chemical recovery equipment items in spent pulping
liquor, soap, and turpentine service --for the purpose of determining the magnitude and routing of potential
leaks, spills, and intentional diversions of spent pulping liquors, soap, and turpentine during the following
periods of operation: (i) Process start-ups and shut downs; (ii) Maintenance; (iii) Production grade changes;
(iv) Storm or other weather events; (v) Power failures; and (vi) Normal operations.
3. As part of the engineering review, the permittee must determine whether existing spent pulping liquor
containment facilities are of adequate capacity for collection and storage of anticipated intentional liquor
diversions with sufficient contingency for collection and containment of spills. The engineering review must
also consider: (i) The need for continuous, automatic monitoring systems to detect and control leaks and
spills of spent pulping liquor, soap, and turpentine; (ii) The need for process wastewater diversion facilities
to protect end -of -pipe wastewater treatment facilities from adverse effects of spills and diversions of spent
pulping liquors, soap, and turpentine; (iii) The potential for contamination of storm water from the
immediate process areas; and (iv) The extent to which segregation and/or collection and treatment of
contaminated storm water from the immediate process areas is appropriate.
4. The permittee must amend its BMP Plan whenever there is a change in mill design, construction, operation,
or maintenance that materially affects the potential for leaks or spills of spent pulping liquor, turpentine, or
soap from the immediate process areas.
S. The permittee must complete a review and evaluation of the BMP Plan five years after the first BMP Plan is
prepared and, except as provided in Section II.4., once every five years thereafter. As a result of this review
and evaluation, the permittee must amend the BMP Plan within three months of the review if the mill
determines that any new or modified management practices and engineered controls are necessary to
reduce significantly the likelihood of spent pulping liquor, soap, and turpentine leaks, spills, or intentional
diversions from the immediate process areas, including a schedule for implementation of such practices and
controls.
6. The BMP Plan, and any amendments thereto, must be reviewed by the senior technical manager at the mill
and approved and signed by the mill manager. Any person signing the BMP Plan or its amendments must
certify to the Division under penalty of law that the BMP Plan (or its amendments) has been prepared in
accordance with good engineering practices and in accordance with this regulation. The permittee is not
required to obtain approval from the Division of the BMP Plan or any amendments thereto.
Section III. BMP Recordkeeping Requirements
1. The permittee must maintain on its premises a complete copy of the current BMP Plan and the records
specified in Section III.2 and must make such BMP Plan and records available to the Division for review
upon request.
2. The permittee must maintain the following records for three years from the date they are created: (i) Records
tracking the repairs performed in accordance with the repair program described in Section I; (ii) Records of
initial and refresher training conducted in accordance with Section I; (iii) Reports prepared in accordance
with Section I; and (iv) Records of monitoring required by Sections I and V.
Section IV. Establishment of Wastewater Treatment System Influent Action Levels
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1. The permittee must conduct a monitoring program per Section IV.2, for the purpose of defining wastewater
treatment system influent characteristics (or action levels), described in Section IV.3, that will trigger
requirements to initiate investigations on BMP effectiveness and to take corrective action.
2. The permittee must employ the following procedures in order to develop the action levels required by Section
IV:
Monitoring parameters. The permittee must collect 24-hour composite samples and analyze the samples
for a measure of organic content (e.g., Chemical Oxygen Demand (COD) or Total Organic Carbon (TOC)).
Alternatively, the mill may use a measure related to spent pulping liquor losses measured continuously
and averaged over 24 hours (e.g., specific conductivity or color).
Monitoring locations. The permittee must conduct monitoring at the point influent enters the
wastewater treatment system. For the purposes of this requirement, the permittee may select alternate
monitoring point(s) in order to isolate possible sources of spent pulping liquor, soap, or turpentine from
other possible sources of organic wastewaters that are tributary to the wastewater treatment facilities
(e.g., bleach plants, paper machines and secondary fiber operations).
3. The permittee must maintain an influent action levels monitoring program using the procedures specified in
Section IV and must establish initial action levels based on the results of that program. A wastewater
treatment influent action level is a statistically determined pollutant loading determined by a statistical
analysis of six months of daily measurements. The action levels must consist of a lower action level, which if
exceeded will trigger the investigation requirements described in Section V, and an upper action level, which
if exceeded will trigger the corrective action requirements described in Section V.
4. The permittee must complete a second six-month monitoring program using the procedures specified in
Section IV and must establish revised action levels based on the results of that program. The initial action
levels shall remain in effect until replaced by revised action levels.
5. Action levels developed under this Section must be revised using six months of monitoring data after any
change in mill design, construction, operation, or maintenance that materially affects the potential for leaks
or spills of spent pulping liquor, soap, or turpentine from the immediate process areas.
Section V. BMP Monitoring, Corrective Action, and Reporting Requirements
1. The permittee must conduct daily monitoring of the influent to the wastewater treatment system in
accordance with the procedures described in Section IV for the purpose of detecting leaks and spills,
tracking the effectiveness of the BMPs, and detecting trends in spent pulping liquor losses.
2. Whenever monitoring results exceed the lower action level for the period of time specified in the BMP Plan,
the permittee must conduct an investigation to determine the cause of such exceedence. Whenever
monitoring results exceed the upper action level for the period of time specified in the BMP Plan, the
permittee must complete corrective action to bring the wastewater treatment system influent mass loading
below the lower action level as soon as practicable.
3. Although exceedences of the action levels will not constitute violations of an NPDES permit, failure to take
the actions required by Section V.2 as soon as practicable will be a permit violation.
4. The permittee must report to the Division the results of the daily monitoring conducted pursuant to Section
V. 1. Such reports must include a summary of the monitoring results, the number and dates of exceedences
of the applicable action levels, and brief descriptions of any corrective actions taken to respond to such
exceedences. Submission of such reports shall be annually, by March 31 st of the following year.
Section VI. BMP Definitions
1. Action Level: A daily pollutant loading that when exceeded triggers investigative or corrective action. Mills
determine action levels by a statistical analysis of six months of daily measurements collected at the mill.
For example, the lower action level may be the 75th percentile of the running seven-day averages (that value
exceeded by 25 percent of the running seven-day averages) and the upper action level may be the 90th
percentile of the running seven-day averages (that value exceeded by 10 percent of the running seven-day
averages).
2. Division: North Carolina DENR, Division of Water Resources, 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617.
3. Equipment Items in Spent Pulping Liquor, Soap, and Turpentine Service: Any process vessel, storage tank,
pumping system, evaporator, heat exchanger, recovery furnace or boiler, pipeline, valve, fitting, or other
device that contains, processes, transports, or comes into contact with spent pulping liquor, soap, or
turpentine. Sometimes referred to as "equipment items."
4. Immediate Process Area: The location at the mill where pulping, screening, knotting, pulp washing, pulping
liquor concentration, pulping liquor processing, and chemical recovery facilities are located, generally the
battery limits of the aforementioned processes. "Immediate process area" includes spent pulping liquor
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storage and spill control tanks located at the mill, whether or not they are located in the immediate process
area.
5. Intentional Diversion: The planned removal of spent pulping liquor, soap, or turpentine from equipment
items in spent pulping liquor, soap, or turpentine service by the mill for any purpose including, but not
limited to, maintenance, grade changes, or process shutdowns.
6. Mill: The owner or operator of a direct or indirect discharging pulp, paper, or paperboard manufacturing
facility subject to this section.
7. Senior Technical Manager: The person designated by the mill manager to review the BMP Plan. The senior
technical manager shall be the chief engineer at the mill, the manager of pulping and chemical recovery
operations, or other such responsible person designated by the mill manager who has knowledge of and
responsibility for pulping and chemical recovery operations.
8. Soap: The product of reaction between the alkali in kraft pulping liquor and fatty acid portions of the wood,
which precipitate out when water is evaporated from the spent pulping liquor.
9. Spent Pulping Liquor: For kraft and soda mills "spent pulping liquor" means black liquor that is used,
generated, stored, or processed at any point in the pulping and chemical recovery processes.
10. Turpentine: A mixture of terpenes, principally pinene, obtained by the steam distillation of pine gum
recovered from the condensation of digester relief gases from the cooking of softwoods by the kraft pulping
process. Sometimes referred to as sulfate turpentine.
A. (13.) CLUSTER RULE MONITORING AND REPORTING
The bleach plant effluent sample (Outfall 003) shall be analyzed for 2,3,7,8-TCDD in accordance with EPA
Method 1613. A single sample may be analyzed to determine compliance with the daily maximum effluent
limitation. Alternatively, a sample volume may be collected to enable the sample to be split (duplicate analysis).
If the analysis of either split sample is below the Minimum Level (ML), the quantity is considered to be zero for
compliance evaluation. If both splits are positive, the results of two analyses shall be averaged to determine
compliance. The Minimum Level for 2,3,7,8-TCDD by EPA Method 1613 is 10 pg/L.
The bleach plant effluent sample (Outfall 003) shall be analyzed for the 12 chlorinated phenolic compounds in
Part I, A(2) in accordance with EPA Method 1653. A single sample may be analyzed to determine compliance
with the daily maximum effluent limitation. Alternatively, a sample volume may be collected to enable the
sample to be split (duplicate analysis). If the analysis of either split sample is below the Minimum Level (ML),
the quantity is considered to be zero for compliance evaluation. If both splits are positive, the results of two
analyses shall be averaged to determine compliance. The Minimum Levels for each of the 12 chlorinated
compounds are the same as the Daily Maximum concentrations listed in Part I, A(2).
The final wastewater treatment plant effluent sample (Outfall 001) shall be analyzed for AOX in accordance with
EPA Method 1650, or subsequent test methods approved by the Division.
The permittee may request future monitoring modifications to the Cluster Rule requirements, including 1) use of
ECF certification in lieu of monitoring for chloroform in the bleach plant effluent (Outfall 003) when this rule is
promulgated by EPA; 2) demonstrating compliance using samples collected less frequently than every four
hours; 3) using automated composite volatile samplers for chloroform sampling; and 4) using automated
composite samplers for chlorophenolic and TCDD/DF sampling. Such future requests will be evaluated in
accordance with 15A NCAC 2H.0114.
The flow calculations for internal Outfall 003 shall not be subject to accuracy requirements specified under Part
II, Section D.3. This exclusion is similar to that provided for pump log flow calculations.
Chemical data for Cluster Rule parameters (all Outfall 003 parameters + AOX from Outfall 001) shall be
submitted to the Division on a quarterly basis (January- March, April- June, July- September, October -
December). Quarterly submissions shall be due 60 days following the last day of each quarter (Due dates = May
31, August 31, November 30, February 28). Chemical data shall be submitted on Division -approved DMR
forms, with a separate form provided for each month.
A. (14.) CHLOROFORM CERTIFICATION IN LIEU OF MONITORING
In accordance with Cluster Rule requirements, Weyerhaeuser has demonstrated compliance with applicable
chloroform limitations and is eligible for an exemption from minimum chloroform monitoring requirements. To
maintain compliance with this exemption, Weyerhaeuser certifies that they will maintain a record of the following
processes and operating conditions from the bleach plant:
1. The pH of the first chlorine dioxide bleaching phase;
2. The chlorine content of chlorine dioxide used on the bleach line;
3. The kappa factor of the first chlorine dioxide bleaching stage;
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4. The total bleach line chlorine dioxide application rate.
Weyerhaeuser has identified chlorine dioxide as the chlorine containing compound used for bleaching during the
collection of samples and certifies that the fiber line does not use elemental chlorine or hypochlorite as bleaching
agents.
A. (15.) VARIANCE TO 24-HOUR STAFFING BY CERTIFIED OPERATOR
The request by Weyerhaeuser for continuation of the variance to 24-hour staffing coverage at your WWTP by
certified operators is hereby granted with the following conditions:
1. The facility shall maintain all current systems, operating strategies, monitoring and operator training as
outlined in your letter dated June 9, 2000.
2. Maintain and have available for review by Division staff the documentation of the Wastewater Treatment
Operator's Training.
3. Failure of the monitoring system to detect and report a malfunction, or the failure of an appropriate person
in responding to a problem must be documented and reported to the Washington Regional Office. Failure of
a monitoring device or failure to respond to a problem will not be a mitigating factor in any enforcement
action.
4. This variance shall remain in effect until April 30, 2018, and will be reviewed with the renewal of the NPDES
permit for this facility. A request for renewal of this variance should be submitted with the permit renewal
request.
5. The variance may be rescinded at the discretion of the Director in the event that the compliance status or
the conditions at the facility change.
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