Land Disposal Program
Resolution No. 93-62
Download PDF of Original Resolution 93-62
Download PDF of Amended (2005) Resolution 93-62
STATE WATER RESOURCES CONTROL BOARD
RESOLUTION
NO. 93-62
POLICY
FOR REGULATION
OF DISCHARGES
OF MUNICIPAL
SOLID WASTE
WHEREAS:
- Water
quality
protection -- The
State
Water
Resources
Control
Board
(State
Water
Board)
and
each
Regional
Water
Quality
Control
Board
(Regional
Water
Board)
are
the
state
agencies
with
primary
responsibility
for
the
coordination
and
control
of
water
quality
(California
Water
Code
Section
13001,
"WC
Section
13001");
- State
Policy for
Water Quality
Control -- The
State Water
Board is
authorized
to adopt
State Policy
For Water
Quality
Control
which may
consist
of or contain
"...principles
and guidelines
deemed essential
by the state
board for
water quality
control"
(Authority:
WC Sections
1058, 13140,
13142);
- State
agency compliance -- All
State agencies
shall comply
with State
Policy For
Water Quality
Control
regarding
any activities
that could
affect water
quality
(WC Section
13146);
- Waste
Discharge
Requirements -- Regional
Water Boards
regulate
discharges
of waste
that could
affect the
quality
of waters
of the state,
including
discharges
of solid
waste to
land, through
the issuance
of waste
discharge
requirements
(WC Section
13263);
- Solid
waste disposal -- The
State Water
Board is
directed
to classify
wastes according
to threat
to water
quality
and to classify
waste disposal
sites according
to ability
to protect
water quality
(WC Section
13172);
- Land
Disposal -- The
State Water
Board promulgated
regulations,
codified
in Chapter
15 of Division
3 of Title
23 of the
California
Code of
Regulations
(23 CCR
Sections
2510-2601,
"Chapter
15"),
governing
discharges
of waste
to land.
These regulations:
- Contain classification criteria for wastes and for disposal sites;
- Prescribe
minimum
standards
for
the
siting,
design,
construction,
monitoring,
and
closure
of
waste
management
units;
- Federal
authority -- The
federal
Solid Waste
Disposal
Act, as
amended
by the Resource
Conservation
and Recovery
Act (42
USC Section
6901, et
seq,
"SWDA"),
authorizes
development
of nationwide
standards
for disposal
sites for
municipal
solid waste
[MSW],
including
criteria
for sanitary
landfills
(SWDA Sections
1007, 4004,
42 USC Sections
6907, 6944);
- Federal
MSW regulations -- On
October
9, 1991,
the United
States Environmental
Protection
Agency (USEPA)
promulgated
regulations
that apply,
in California,
to dischargers
who own
or operate
landfills
which accept
municipal
solid waste
on or after
October
9, 1991,
(MSW
landfills),
regardless
of whether
or not a
permit is
issued (Title
40, Code
of Federal
Regulations
[CFR],
Parts 257
and 258,
"federal
MSW regulations").
The majority
of the federal
MSW regulations
become effective
on what
is hereinafter
referred
to as the
"Federal
Deadline"
[40 CFR
Section
258.1(e)],
currently
October
9, 1993;
- States
required
to apply
federal
MSW regulations -- Each
state must
"...adopt
and implement
a permit
program
or other
system of
prior approval
and conditions
to assure
that each...[MSW
landfill]...within
such state...will
comply with
the...[federal
MSW landfill
regulations]."
State regulations
promulgated
to satisfy
this requirement
are subject
to approval
by USEPA.
(SWDA Sections
4003, 4005,
42 USC Sections
6943, 6945);
- Approved
state's
authority -- The
permitting
authority
in an "approved
state" may
approve
engineered
alternatives
to certain
prescriptive
standards
contained
in the federal
MSW regulations,
provided
that the
alternative
meets specified
conditions
and performance
standards
(40 CFR
256.21);
- State
application -- The
State Water
Board and
the Integrated
Waste Management
Board submitted
an application
for program
approval
to the USEPA
on February
1, 1993;
- Chapter
15 deficiencies -- The
State Water
Board's
Chapter
15 regulations
are comparable
to the federal
MSW regulations.
Nevertheless,
the USEPA
has identified
several
areas of
Land Disposal
which are
not adequate
to ensure
compliance
with certain
provisions
of the federal
MSW regulations,
as summarized
in Attachment
I;
- Rulemaking
to amend
Chapter
15 -- There
is insufficient
time, prior
to October
9, 1993,
for the
State Water
Board to
amend Chapter
15 to ensure
complete
consistency
with the
federal
MSW regulations
and subsequently
for the
USEPA to
carry out
a review
of the revised
chapter
and to render
a decision
approving California's
permit program;
- Composite
liner(s)
needed -- Solid
Waste Assessment
Test Reports,
submitted
to Regional
Water Boards
pursuant
to WC Section
13273, have
shown that
releases
of leachate
and gas
from MSW
landfills
that are
unlined
are likely
to degrade
the quality
of underlying
ground water.
Research
on liner
systems for landfills
indicates
that (a) single clay
liners will
only delay,
rather than
preclude,
the onset
of leachate
leakage,
and (b) the use
of composite
liners represents
the most
effective
approach
for reliably
containing
leachate
and landfill
gas;
- Lack
of compliance
with Chapter
15 -- WDRs
for many
MSW landfills
have not
been revised
to meet
the most
recent Chapter
15 amendments;
- CEQA -- Adoption
of this
policy is
categorically
exempt from
the provisions
of the California
Environmental
Quality
Act (Division
13, commencing
with Section
21000, of
the Public
Resources
Code, "CEQA")
because
it is an
action by
a regulatory
agency for
the protection
of natural
resources,
within the
meaning
of Section
15307 of
the Guidelines
For Implementation
of California
Environmental
Quality
Act in Title
14 of the
California
Code of
Regulations;
- Public
notice -- Notice
of the State
Water Board's
proposal
to adopt
a State
Policy for
Water Quality
Control
regarding
Regulation
of Discharges
of Municipal
Solid Waste
was published
on March
31, 1993,
and a public
hearing
on the matter
was held
on June
1, 1993;
and
- Reference -- This
Policy implements,
interprets,
or makes
specific
the following
Water Code
Sections:
Section
13142, Section
13160, Section
13163, and
Section
13172.
THEREFORE BE IT RESOLVED:
- Implementation
of the Chapter
15 and federal
MSW regulations:
- WDR
revision -- In
order
to
insure
compliance
with
SWDA
Sections
4003,
4005
(42
USC
Sections
6943,
6945),
each
Regional
Water
Board
shall
henceforth
implement
in
waste discharge
requirements
for
discharges
at
MSW
landfills,
both
the
Chapter
15
regulations
and
those
applicable
provisions
of
the
federal
MSW
regulations
that
are necessary
to
protect
water
quality,
particularly
the
containment
provisions
stipulated
in
Section
III
of
this
Policy
and
the
provisions
identified
in
Attachment
I to
this
Policy,
and
shall
revise
existing
waste
discharge
requirements
to
accomplish
this
according
to
the
schedule
provided
in
Section
II
of
this
Policy;
- Alternatives
limited -- The
Regional
Water
Board
shall
not
rely
upon
any
exemption
or
alternative
allowed
by
Chapter
15
if
such
an
exemption
or
alternative
would
not be
allowed
under
the
federal
MSW
regulations,
nor
shall
the
Regional
Water
Board
waive
waste
discharge
requirements
for
the
discharge
of
municipal
solid waste
at
landfills;
- Applicability
in
the
absence
of
useable
waters -- Although
all
other
provisions
of
this
Policy
would
continue
to
apply,
the
Regional
Water
Board
shall
have
the
discretion
to
prescribe
requirements
for
containment systems
and
water
quality
monitoring
systems
that
are
less
stringent
than
the
design
and
construction
standards
in
this
Policy,
in
the
federal
MSW regulations,
and
in
Chapter
15
if
the
Regional
Water
Board
finds
that
the
containment
systems
satisfy
the
performance
standard
for
liners
in
the
federal MSW
regulations
[40
CFR
Sections
258.40(a)(1)
and
(c)],
that
the
prerequisite
for
an
exemption
from
ground
water
monitoring
in
the
federal
MSW
regulations is
satisfied
[40
CFR
Section
258.50(b)],
and
that
either
of
the
following
two
conditions
is
satisfied:
-
A
hydrogeologic
investigation
shows
that:
- There is no aquifer (i.e., a geological formation, group of formations, or portion of a formation capable of yielding significant quantities of ground water to wells or springs) underlying the facility property; and
- It
is
not
reasonably
foreseeable
that
fluids--including
leachate
and
landfill
gas--migrating
from
the
landfill
could
reach
any
aquifer
or surface
water
body
in
the
ground
water
basin
within
which
the
landfill
is
located;
or
- The
ground
water
in
the
basin
underlying
the
facility
has
no
beneficial
uses
and
a
hydrogeologic
investigation
shows
that
it
is
not reasonably
foreseeable
that
fluids--including
leachate
and
landfill
gas--migrating
from
the
landfill
could
reach
any
aquifer
or
surface
water
body
having beneficial
uses.
-
A
hydrogeologic
investigation
shows
that:
- WDR
revision -- In
order
to
insure
compliance
with
SWDA
Sections
4003,
4005
(42
USC
Sections
6943,
6945),
each
Regional
Water
Board
shall
henceforth
implement
in
waste discharge
requirements
for
discharges
at
MSW
landfills,
both
the
Chapter
15
regulations
and
those
applicable
provisions
of
the
federal
MSW
regulations
that
are necessary
to
protect
water
quality,
particularly
the
containment
provisions
stipulated
in
Section
III
of
this
Policy
and
the
provisions
identified
in
Attachment
I to
this
Policy,
and
shall
revise
existing
waste
discharge
requirements
to
accomplish
this
according
to
the
schedule
provided
in
Section
II
of
this
Policy;
- Implementation
schedule:
- MSW
landfills -- By
the
Federal
Deadline
(e.g.,
October
9,
1993),
each
Regional
Water
Board
shall
amend
the
waste
discharge
requirements
for
discharges
of
waste at
all
MSW
landfills
in
its
region
(including
discharges
to
any
area
outside
the
actual
waste
boundaries
of
an
MSW
landfill
as
they
exist on
that
date
["lateral
expansion"
hereinafter]),
to
require
persons
who
own
or
operate
such
landfills
to:
- Except for the ground water monitoring and corrective action requirements under 40 CFR Sections 258.50-258.58, comply with all applicable portions of the federal MSW regulations by the Federal Deadline; and
- Achieve
full
compliance
with
Chapter
15
and
with
the
federal
ground
water
monitoring
and
corrective
action
requirements
under
40
CFR
Sections 258.50-258.58
as
follows:
- For all MSW landfills that are less than one mile from a drinking water intake (surface or subsurface), by no later than October 9, 1994; and
- For
all
other
MSW
landfills
that
have
accepted
waste
prior
to
the
effective
date
of
this
Policy,
by
no
later than
October
9,
1995;
- Proposed
MSW
landfills -- As
of
the
date
of
the
Federal
Deadline,
waste
discharge
requirements
for
the
discharge
of
waste
at
all
MSW
landfills
that
have not
accepted
waste
as
of
that
date
shall
ensure
full
compliance
both
with
Chapter
15
and
with
the
federal
MSW
regulations
prior
to
the discharge
of
waste
to
that
landfill.
- MSW
landfills -- By
the
Federal
Deadline
(e.g.,
October
9,
1993),
each
Regional
Water
Board
shall
amend
the
waste
discharge
requirements
for
discharges
of
waste at
all
MSW
landfills
in
its
region
(including
discharges
to
any
area
outside
the
actual
waste
boundaries
of
an
MSW
landfill
as
they
exist on
that
date
["lateral
expansion"
hereinafter]),
to
require
persons
who
own
or
operate
such
landfills
to:
- Containment -- As
of the Federal
Deadline,
discharges
of waste
to either
an MSW landfill
that has
not received
waste as
of that
date or
to a lateral
expansion
of an MSW
landfill
unit are
prohibited
unless the
discharge
is to an
area equipped
with a containment
system which
is constructed in accordance
with the
standard
of the industry
and which
meets the
following
additional
requirements
for both
liners and
leachate
collection
systems:
- Standards
for
liners
- Post-Federal
Deadline
construction -- Except
as
provided
in
either
Section
III.A.3.
(for
steep
sideslopes)
or
Section
III.A.2.
(for
new
discharges
to
pre-existing
liners),
after the
Federal
Deadline,
all
containment
systems
shall
include
a
composite
liner
that
consists
of
an
upper
synthetic
flexible
membrane
component (Synthetic
Liner)
and
a
lower
component
of
soil,
and
that
either:
- Prescriptive
Design:
- Upper component -- Has a Synthetic Liner at least 40-mils thick (or at least 60-mils thick if of high density polyethylene) that is installed in direct and uniform contact with the underlying compacted soil component described in paragraph III.A.1.a.ii.; and
- Lower component -- Has a layer of compacted soil that is at least two feet thick and that has an hydraulic conductivity of no more than 1 x 10-7 cm/sec (0.1 feet/year); or
- Alternative design -- Satisfies the performance criteria contained in 40 CFR Sections 258.40(a)(1) and (c), and satisfies the criteria for an engineered alternative to the above Prescriptive Design [as provided by 23 CCR Section 2510(b)], where the performance of the alternative composite liner's components, in combination, equal or exceed the waste containment capability of the Prescriptive Design;
- Prescriptive
Design:
- New
discharges
to
liners
constructed
prior
to
the
Federal
Deadline -- Except
as
provided
in
Section
III.A.3.
(for
steep
sideslopes),
containment
systems
that
will
begin
to
accept
municipal
solid
waste
after
the Federal
Deadline,
but
which
have
been
constructed
prior
to
the
Federal
Deadline,
are
not
required
to
meet
the
provisions
of
Section III.A.1.
if
the
containment
system
includes
a
composite
liner
that:
- Prescriptive Design -- Features as its uppermost component a Synthetic Liner at least 40-mils thick (or at least 60-mils if high density polyethylene) that is installed in direct and uniform contact with the underlying materials; and
- Performance -- Meets the performance criteria contained in 40 CFR Sections 258.40(a)(1) and (c);
- Steep
sideslopes -- Containment
systems
installed
in
those
portions
of
an
MSW
landfill
where
an
engineering
analysis
shows,
and
the
Regional
Water
Board
finds, that
sideslopes
are
too
steep
to
permit
construction
of
a
stable
composite
liner
that
meets
the
prescriptive
standards
contained
in
Sections III.A.1
or
2.
shall
include
an
alternative
liner
that
meets
the
performance
criteria
contained
in
40
CFR
Sections
258.40(a)(1)
and
(c) and
that
either:
- Is a composite system and includes as its uppermost component a Synthetic Liner at least 40-mils thick (or at least 60-mils if high density polyethylene) that is installed in direct and uniform contact with the underlying materials; or
- Is not a composite system, but includes a Synthetic Liner at least 60-mils thick (or at least 80-mils if of high density polyethylene) that is installed in direct and uniform contact with the underlying materials; and
- Post-Federal
Deadline
construction -- Except
as
provided
in
either
Section
III.A.3.
(for
steep
sideslopes)
or
Section
III.A.2.
(for
new
discharges
to
pre-existing
liners),
after the
Federal
Deadline,
all
containment
systems
shall
include
a
composite
liner
that
consists
of
an
upper
synthetic
flexible
membrane
component (Synthetic
Liner)
and
a
lower
component
of
soil,
and
that
either:
- Standards for leachate collection -- Include a leachate collection and removal system which conveys to a sump (or other appropriate collection area lined in accordance with Section III.A.) all leachate which reaches the liner, and which does not rely upon unlined or clay-lined areas for such conveyance.
- Standards
for
liners
CERTIFICATION
The
undersigned,
Administrative
Assistant to
the Board, does
hereby certify
that the foregoing
is a full, true,
and correct copy
of a resolution
duly and regularly
adopted at a
meeting of the
State Water Resources
Control Board
held on June
17, 1993.
Maureen Marchè Administrative Assistant to the Board
ATTACHMENT I
To Resolution No. 93-62
Pursuant to Section I.A., in writing or revising the waste discharge requirements for MSW landfills, Regional Water Boards shall implement those portions of the following sections of the federal MSW regulations that either are more stringent than, or do not exist within, Land Disposal.
- Floodplains -- 40 CFR Section Section 258.11 and 258.16
- Wetlands -- 40 CFR Section 258.12
- Unstable areas -- 40 CFR Section Section 258.15 and 258.16
- Run-on/Run-off control systems--40 CFR Section 258.26
- Liquids acceptance -- 40 CFR Section Section 258.28 [esp. Section (a)(2)]
- Design Criteria--40 CFR Section 258.40, according to the provisions of Section III
- Well/piezometer performance -- 40 CFR Section 258.51
- Ground-water sampling/analysis--40 CFR Section 258.53
- Monitoring Parameters -- 40 CFR Section 258.54 and Appendix I to Part 258
- Constituents of Concern -- 40 CFR Section 258.55 and Appendix II to Part 258
- Response to a release -- 40 CFR Section Section 258.55 [esp. Section (g)(1)(ii, iii)]
- Establishing corrective action measures -- 40 CFR Section Section 258.56 [esp. Section Section (c and d)] and 258.57
- Ending corrective action program -- 40 CFR Section 258.58 [esp. Section (e)]
- Closure/post-closure -- 40 CFR Section Section 258.60-258.61 [esp. Section Section 258.60(a-g)]
- Deed notation -- 40 CFR Section 258.60(i)
- Ending post-closure -- 40 CFR Section 258.61 [esp. Section Section (a and b)]
- Corrective action financial assurance--40 CFR Section 258.73