Mercury
Work Group
Phase II Reports >> Hg Management Guidebook
FOOTNOTES
Guidebook Text:
Refer to the MWRA Sewer Use Regulations, 360 CMR
10.021.
The concentration unit of µg/L is often referred
to as "parts per billion" (ppb).
- Noncompliant mercury dischargers are sewer users with discharges
containing more than 1.0 µg/L of mercury.
- The Massachusetts State Sanitary Code, Section VIII (105 CMR
480.200(A)(1) and (E)) states that free-draining blood, blood products, and liquid
pathological wastes (body fluids) can be disposed of directly to a municipal sewer system
if they meet requirements of the responsible regulatory agency. For MWRA purposes, such
wastes are considered Industrial Waste (360 CMR 10.004) because they would be discharged
to the sewer because of an action taken by a medical facility. For example, blood waste is
Industrial Waste because it would be discharged after extraction by the medical facility.
Common human waste, such as urine, would not be Industrial Waste unless the facility had
chemically processed it in any way. Because of the potential for intrinsically high
mercury levels in these types of waste, an effective Mercury Management Plan might specify
pretreatment or segregation and alternate disposal of such waste that would be considered
Industrial Waste.
- The Massachusetts State Sanitary Code, Section VIII (105 CMR
480.100(F)) allows the use of compactors or grinders for processing medical and biological
wastes (including tissues) after the wastes are rendered noninfectious by
sterilization or disinfection. While the Code does not specifically authorize or prohibit
their use prior to discharge to a municipal sewerage system, the processed wastes would
apparently have to be considered liquid pathological wastes for discharge to the sewerage
system to be allowed (by 105 CMR 480.200 (E)). Even if taken as liquid pathological
wastes, such wastes may be chemically disinfected and would therefore qualify as
Industrial Waste according to the MWRA Sewer Use Regulations (360 CMR 10.004). They would
also tend to have intrinsically high mercury levels. Therefore, an effective Mercury
Management Plan might specify an alternate method of disposal of such wastes.
Special Waste is generally defined in the
Massachusetts State Plumbing Code, 248 CMR 2.13, as wastes from other than standard
plumbing fixtures. In Section (1)(e), Special Waste is more specifically defined as
including, but not limited to:
organisms containing recombinant DNA molecules, chemical,
nuclear, radioactive, deionized, acids, perchloric, solvents and alkalines from
laboratories and industrial activities.
Possible facility infrastructure mercury sources in
Special Waste piping include residual accumulations from past mercury disposal and biomass
accumulations. Refer to the following page, Section 2.5.4, and Appendix B of this
Guidebook for further information.
- Massachusetts Regulations 248 CMR 2.13 (6) (d).
Massachusetts Regulations 248 CMR 2.13 (9) (f).
GalinstanTM, developed in Germany, is a liquid eutectic mixture of gallium, indium, and tin
that is being promoted as a replacement for mercury in laboratory and clinical
thermometers, blood pressure devices, dental fillings, switches, fluorescent lamps, and
other applications. The thermometers are available in the US under the trade name
GerathermTM. Mention of these products is not an endorsement or recommendation.
Refer to Section 3.0 for supplier information.
For guidance on source reduction concepts and
economic evaluations, refer to the MWRA/MASCO Mercury Work Group, Phase II, End-of-Pipe
Subcommittee, Pretreatment Guidance Manual, December 1997, Sections 5.0 and 11.0.
MWRA/MASCO Mercury Work Group, Phase II, Mercury
Management Subcommittee, Facilities Loading Subgroup Report, December 1997.
Many hospital laundries have found that high
mercury discharges are usually caused by singular events such as mercury thermometers that
have been left in the pockets of lab coats.
MWRA/MASCO Mercury Work Group, Phase II, Mercury
Management Subcommittee, Facilities Loading Subgroup Report, December 1997, page
27.
For a block process flow diagram depicting source
segregation and a schematic diagram depicting an equalization tank intended for both flow
and concentration equalization, refer to Figure 3 and Figure 4 of the MWRA/MASCO Mercury
Work Group, Phase II, End-of-Pipe Subcommittee, Pretreatment Guidance Manual,
December 1997, pages 26 and 27, respectively.
- While often used in waste piping systems, copper is not an approved
material for Special Waste piping systems in Massachusetts. Refer to 248 CMR 2.13 (2).
For the collection and offsite disposal of
industrial wastewater in an area served by a sewer system, refer to Appendix C, Section
1.3.2, for MA-DEP permitting requirements.
MWRA/MASCO Mercury Work Group, Phase II,
End-of-Pipe Subcommittee, Technology Identification Subgroup Report, December 1997.
MWRA/MASCO Mercury Work Group, Phase II,
End-of-Pipe Subcommittee, Pretreatment Guidance Manual, December 1997.
In May 1998, the EPA proposed that Method 1631 be
approved for mercury measurement with a detection limit as low as 0.5 nanograms per liter,
i.e., 0.5 parts per trillion.
Appendix B:
- The Massachusetts State Plumbing Code is found in 248 CMR 2.00, and
Special Waste is covered in Subsection 2.13.
248 CMR 2.13 (8)(e).
248 CMR 2.13 (4).
248 CMR 2.13 (10).
For further information, refer to the MWRA/MASCO
Mercury Work Group, Phase II, End-of-Pipe Subcommittee, Pretreatment Guidance Manual,
December 1997.
Massachusetts Regulations 248 CMR 2.13.
Appendix B-1:
- The Massachusetts State Plumbing Code is found in 248 CMR 2.00, and
Special Waste is covered in Subsection 2.13.
- 248 CMR 2.13 (8)(e).
- 248 CMR 2.13 (4).
- 248 CMR 2.12 (10).
- For further information, refer to the MWRA/MASCO Mercury Work Group,
Phase II, End-of-Pipe Subcommittee, Pretreatment Guidance Manual, December 1997.
- Massachusetts State Plumbing Code, 248 CMR 2.13 (2), limits fixture
and piping materials in Special Waste systems to high silicon (14.5%) cast iron,
polypropylene, polyethylene, glass, chemical stoneware, lead, stainless steel (Type 316,
18-8), and chemical resistant monolith epoxy resins.
- MWRA/MASCO Mercury Work Group, Phase II, End-of-Pipe Subcommittee, Pretreatment
Guidance Manual, December 1997. Refer to Sections 1.2 and 3.0 for information on
obtaining a copy of the Pretreatment Guidance Manual and other Phase II reports.
- As part of a special project investigating sources of copper in its
sewer system, the MWRA began in September 1998 to collect samples of discharges from
various permitted facilities to analyze them for copper content. Several medical and
biotech facilities were sampled and found to have elevated copper levels in their
discharges. It is not yet known if the copper originated from copper compounds in waste
medical reagents or from corrosive reagents contacting copper piping materials in the
facility Special Waste systems. Regardless, as shown in a previous footnote, copper is not
an allowed piping material in Massachusetts Special Waste systems.
Appendix B-3:
- Refer to Appendix B-1, footnote 6, for a listing of approved
fixture and piping materials in Massachusetts Special Waste systems.
- For example, some brands of bleach have the active ingredient, sodium
hypochlorite, derived from chlorine that is manufactured in a mercury cell process.
Preferred brands would instead have their chlorine manufactured in a diaphragm cell or
membrane cell.
For the collection and offsite disposal of
wastewater, refer to Appendix C, Section 1.3.2, for MA-DEP permitting and
collection tank design requirements.
For general and specific prohibitions and
discharge limits, refer to MWRA Sewer Use Regulations at 360 CMR 10.021, 10.023, and
10.024.
MA-DEP Hazardous Waste Regulations: 310 CMR
30.000.
Appendix C:
- EPA Hazardous Waste Management Regulations: 40 CFR Parts 260 to 2XX.
MA-DEP Hazardous Waste Regulations: 310 CMR 30.000.
- MWRA Sewer Use Regulations: 360 CMR 10.000.
- 40 CFR 261.24 (b).
- Because mercury is not considered a carcinogen, OSHA does not require
mercury in concentrations below 1.0 percent to be listed in a MSDS.
- This example is for illustration only. Caution is strongly advised
here because a TSDF license is generally required before a facility can engage in any
treatment of a hazardous waste.
- Currently, the MA-DEP BWP IW 29 Permit Application and general
requirements can be downloaded from the MA-DEP Web site: http://www.state.ma.us/dep.
- Currently, new rules are under review as part of the MA-DEP
Environmental Results Program and the revised Industrial Wastewater Sewer Connection
Program. It is possible, therefore, that submittal of the BWP IW 29 industrial wastewater
holding tank permit application would not be required by one or all of the MA-DEP regional
offices.
The regulation (in 360 CMR 10.004) defines
Industrial Waste as:
any solid, liquid, or gaseous Wastes or Wastewater, resulting
from an industrial or manufacturing process, or from a commercial, governmental, or
institutional activity, or from the development, recovery, or processing of natural
resources.
Refer to Massachusetts Regulations
310 CMR 7.00.
Note that other requirements apply
to contaminated soils.
Appendix D:
- Note that for hazardous waste sampling, the EPA allows only grab
sampling.
In addition, if a discharge needs but does not have
a sewer use permit or if a sampled location is the equivalent of a permitted location, the
data must be submitted to the MWRA if the data meets the other requirements for submission
as listed above.
In May 1998, the EPA proposed that Method 1631 be
approved for mercury measurement of samples of wastewater streams that are directly
discharged to surface waters. The full impact on POTWs, sewer-discharging
industries, and directly-discharging industries from the potentially required use of this
proposed method is not yet known.
Refer to the previous footnote about proposed
Method 1631. If Method 1631 becomes EPA-approved and required for mercury measurement of
samples of wastewater streams that are directly discharged to surface waters, awareness of
and compliance with all the Clean Hands techniques will become crucial.
Appendix F:
The volume or wastewater superficial residence
time of the activated carbon adsorbers is not known. Typically, large volume adsorbers
having long superficial residence times are required for the very low effluent mercury
concentrations as required for compliance.
Refer to the following page for results of
follow-up analyses on the electrophoresis waste.
BQL = Below Quantitation Limit with an unknown
numerical value.
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