27 CA ADC § 20310
27 CCR s 20310
Cal. Admin. Code tit. 27, s 20310
CALIFORNIA CODE OF REGULATIONS
TITLE 27. ENVIRONMENTAL PROTECTION
DIVISION 2. SOLID WASTE
SUBDIVISION 1. CONSOLIDATED REGULATIONS FOR TREATMENT, STORAGE, PROCESSING
OR DISPOSAL OF SOLID WASTE
CHAPTER 3. CRITERIA FOR ALL WASTE MANAGEMENT UNITS, FACILITIES, AND
DISPOSAL
SITES
SUBCHAPTER 2. SITING AND DESIGN
ARTICLE 4. SWRCB - WASTE MANAGEMENT UNIT CONSTRUCTION STANDARDS
This database is current through 04/21/06, Register 2006, No. 16.
s 20310. SWRCB - General Construction Criteria. (C15: s2540)
(a) Class II waste management units (Class II "Units") shall be designed
and constructed to prevent migration of wastes from the Units to adjacent
geologic materials, ground water, or surface water, during disposal
operations, closure, and the post-closure maintenance period. Class II and
Class III MSW landfills are also subject to any applicable waste
containment system design requirements of SWRCB Resolution No. 93-62 to
the extent that such requirements are more stringent than those applicable
to a non-MSW Class II or Class III landfill under this subdivision.
(b) Each Class II Unit shall be designed and constructed for the
containment of the specific wastes which will be discharged.
(c) Class III landfills shall have containment structures which are
capable of preventing degradation of waters of the state as a result of
waste discharges to the landfills if site characteristics are inadequate.
(d) For the purposes of this paragraph, the words "new" and "existing"
have the same meaning as described in s20080(d). New landfills, waste
piles, and surface impoundments shall comply with the requirements of this
article. Existing waste piles and surface impoundments shall be fitted
with liners and leachate collection and removal systems as described in
s20330 and s20340 as feasible. Existing landfills and waste piles shall
have interim cover as described in s20705. Existing landfills, waste
piles, and surface impoundments shall be fitted with subsurface barriers
as described in s20360 as needed and feasible, and shall have
precipitation and drainage control facilities as described in s20365.
Existing surface impoundments shall comply with s20375. New and existing
land treatment units shall comply with s20377. All existing Units shall
comply with the seismic design criteria in Section 20370.
(e) Containment structures shall be designed by, and construction shall be
supervised and certified by, a registered civil engineer or a certified
engineering geologist. Units shall receive a final inspection and approval
of the construction by RWQCB or SWRCB staff before use of the Unit
commences.
(f) The discharger shall maintain the integrity of containment structures
in spite of normal excavation or fire control work; nevertheless, for fire
control work, the discharger can damage containment structures to the
extent necessary to control the fire, so long as the discharger promptly
repairs such damage after extinguishing the fire. Excavations made as part
of discharge operations shall not result in removal of any portion of a
containment structure.
(g) Stability Analysis -For any portions of the Unit's containment system
installed after July 18, 1997 for which the RWQCB has not approved a slope
and foundation stability report on or before that date, the discharger
shall meet the requirements of s21750(f)(5).
Note: Authority cited: Section 1058, Water Code. Reference: Sections 13172
and 13360, Water Code; and Section 43103, Public Resources Code.
HISTORY
1. New article 4 (sections 20310-20377) and section filed 6-18-97;
operative 7-
18-97 (Register 97, No. 25).
27 CA ADC s 20310
END OF DOCUMENT
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