Loretta,
Here is the comments regarding GP Crossett.
Kimberly A. Fuller, PE
NPDES Engineer Supervisor
ADEQ, Water Division
Phone: (501) 682-0643
Fax: (501) 682-0910
-----Original
Message-----
From:
SubraCom@aol.com [mailto:SubraCom@aol.com]
Sent: Friday, February 26,
2010 10:44
AM
To: Water Draft Permit Comments
Subject: Georgia-Pacific Crossett Paper
Operations
Louisiana
Environmental Action
Network
P.
O. Box
66323
Baton
Rouge,
LA
70896
225-928-1315
LEAN007@aol.com
Date: February
26, 2010
To: Loretta Reiber, P. E.
Permits Branch
Water Division
Arkansas Department of Environmental Quality
5301
Northshore Dr.
North
Little Rock,
AR
72118-5317
Water-Draft-Permit-Comment@adeq.state.ar.us
From:
Marylee Orr
Louisiana
Environmental Action
Network
Wilma Subra,
LEAN Technical Advisor
Re.
Georgia-Pacific, LLC
Crossett Paper Operations
Discharge Permit Number
AR0001210
AFIN 02-00013
The
Georgia-Pacific, LLC,
Crossett
Paper Operation has applied for a renewal of their wastewater discharge
permit.
Renewal of Waste Water Permit
The Crossett Paper Operation is a major industrial source for the discharge of
wastewater. The wastewater is discharged into Mossy
Lake which flows into
Coffee Creek and then into the Ouachita
River.
The receiving stream is classified for:
-primary and secondary contact recreation
-raw water source for
domestic use (public and private)
-industrial water
supply
-agricultural water supply
-propagation of desirable species of
fish and other aquatic
life
The
Crossett facility is designed to discharge 45 million gallons of wastewater per
day from the following:
-paper mill
-plywood plant
-studmill
-sanitary wastewater
-landfill leachate
-site stormwater
-chemical
plant
-building products
-truck wash and backwash wastewater
-treated effluent from the City of
Crossett
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The sludge from the wastewater treatment
process is placed in the facilities north landfill or combined with ash, sand,
and grit for use as fill material for the sludge pond closure. The
combination of sludge with ash, sand, and grit for use as fill material
for the sludge pond closure presents an area of concern. The dioxins and
furans levels in the sludge could serve as a source of dioxins and
furans that could migrate into the environmental from the sludge pond.
Outfall 001 - located immediately
downstream of the aerated lagoon and discharging into Mossy
Lake
Outfall 001 will be allowed to
discharge conventional and toxic pollutants through the outfall into
Mossy
Lake. The
concentrations of the conventional and toxic pollutants are limited by the
limits established in the wastewater permit.
The
wastewater discharged through Outfall 001 will be allowed to contain up
to:
24,155.4 pounds per day of Biochemical Oxygen Demand
37,720 pounds per
day of Total Suspended Solids
2,193.04 pounds per day of Adsorbable Organic
Halogens
0.00034 pounds per day of Dieldrin
8.42 pounds per
day of recoverable Copper
0.026 pounds per day of recoverable
Mercury
75.21 pounds per day of recoverable
Zinc
Dioxin is required to be analyzed in the
waste water once per quarter and the value reported as 2,3,7,8-TCDD.
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No discharge limits have been set for 2,3,7,8-TCDD in the effluent.
The only requirement is for the concentration of 2,3,7,8,-TCDD to be
reported. The lack of discharge limits for 2,3,7,8-TCDD in outfall 001 in
not appropriate. The Arkansas Department of Environmental Quality
must establish effluent limitations for 2,3,7,8-TCDD in Outfall
001.
Dioxins and Furans are required to be
analyzed for in internal outfalls 101,102, and 103. The effluent limits
for 2,3,7,8-TCDD for all three internal outfalls is <10 pg/l and the effluent
limits for 2,3,7,8-TCDF are 31.9 pg/l for the daily maximum discharge
limit. However, these discharge limits should not be used as a reason for
not establishing effluent limitations for 2,3,7,8-TCDD in Outfall 001.
Phosphorous and nitrates as nitrogen are
required to be monitored in Outfall 001. However, the values only have to
be reported. Outfall 001 lacks discharge limitations for phosphorous and
nitrates as nitrogen. The Arkansas Department of Environmental Quality
must establish limitations for phosphorous and nitrates as nitrogen in Outfall
001.
Stream Monitoring Station 002 -
at the transition from Mossy
Lake
to Coffee Creek
SMS 002 has mass loading Biochemical Oxygen Demand criteria that is
approximately one-third of the limits for Outfall 001. The mass loading
Total Suspended
Solids
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criteria is approximately half of the limit for Outfall 001. However,
the mass loading for dieldrin, copper, mercury, and zinc are the same for
the instream segment as for Outfall 001. The Biochemical Oxygen Demand and
Total Suspended Solids mass loading values should be the same for Outfall 001 as
for SMS 002.
Adsorbable Organic
Halogens
The Adsorbable Organic
Halogen mass loading values allowed to be discharged have increased from the
previous permit. The monthly average increased from 2,146 pounds per day
to 2,193.04 pounds per day and the daily maximum increased from 3,276
pounds per day to 3,299.97 pounds per day. Such in increase in mass
loading is not acceptable.
Anti-backsliding
The anti-backsliding requirements state that the final effluent
limitations for reissuance of permits must be as stringent as those in the
previous permit. The increase in mass loading criteria for Absorbable
Organic Halogens is in violation of the Anti-backsliding provision.
Best Management
Practices
The terms of the draft permit
requires the submittal of a report on an annual basis of the Best Management
Practices
5
monitoring results, action level exceedances and corrective actions taken
to respond to any exceedances. Exceedances are not violations of the
permit.
Submittal of the report on an annual
basis is not sufficient for ADEQ to identify and track exceedances. The
reporting frequency should be at a minimum on a quarterly basis. In
addition, ADEQ should define exceedances of conditions of the Best Management
Practices as permit violations.
Compliance History
According to the fact sheet prepared by the Arkansas
Department of Environmental Quality, the Discharge Monitoring Reports from
December 2003 through December 2008 only reported one exceedance which
was a typo error. However, according to individuals and groups
living and recreating on/in the waters downstream from the Crossett facility,
the water quality is being severely negatively impacted by the discharge from
the Crossett facility. The Arkansas Department of Environmental
Quality must evaluate the impacts of the Crossett facility effluent on the
waters downstream from the facility and determine the extent of negative impacts
as a result of the Crossett discharge. The resulting negative impacts must
be addressed as a part of the effluent limitations established in this draft
wastewater permit.
6
LEAN would like to request that a
public hearing be held on this permit in order to give community members
in Arkansas and
Louisiana an opportunity to
express their concerns and issue to the ADEQ.
LEAN reserves the right to rely on all public comments submitted in this
matter. LEAN respectfully request a written response to all comments and
written notice of any additional or final actions on the permit application and
permit.
7