27 CA ADC § 20375
27 CCR s 20375
Cal. Admin. Code tit. 27, s 20375
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 20375. SWRCB - Special Requirements for Surface Impoundments. (C15:
s2548)
(a) Freeboard -Surface impoundments shall have sufficient freeboard to
accommodate seasonal precipitation and the design storm specified in Table
4.1 of this article, but in no case less than 2 feet (measured vertically,
from the water surface up to the point on the surrounding lined berm, or
dike, having the lowest elevation), and shall be designed and constructed
to prevent overtopping as a result of wind conditions likely to accompany
such precipitation conditions. The RWQCB can allow a freeboard of less
than 2 feet at surface impoundments located on the interior portions of a
waste management facility where: 1) these interiormost impoundments are
designed such that potential overflows would be reliably conveyed by
gravity flow and discharged to other surface impoundments having adequate
capacity to receive such diversion without exceeding their respective
freeboard limitations; 2) the operation implements a properly developed
water balance plan; and 3) the facility is provided with a fail-safe
emergency retention area solely for the purpose of containing wastes due
to surface impoundment failures.
(b) Operation Plan -An operation plan shall be submitted to the RWQCB
which will provide operation levels and waste input quantities permitted
each month based on anticipated precipitation and on past precipitation
conditions for the year.
(c) Fail-Safe -Direct pipeline discharge to surface impoundments shall be
either equipped with devices or shall have fail-safe operating procedures
to prevent overfilling. Discharges shall be stopped in the event of any
containment system failure which causes a threat to water quality.
(d) Unauthorized Discharges -There shall be no discharge from a surface
impoundment except as authorized by WDRs.
(e) Scour Protection -Surface impoundments shall be designed and
constructed to prevent scouring of containment structures at points of
discharge into the impoundments and by wave action at the waterline.
(f) Liner Inspections -All visible portions of synthetic liners shall be
inspected weekly until all free liquid is removed from the surface
impoundment as part of closure pursuant to s21400(a). If, during the
active life of the impoundment, the wastes are removed and the bottom of
the impoundment is cleaned down to the liner, an inspection shall be made
of the bottom of the liner prior to refilling of the impoundment.
Note: Authority cited: Section 1058, Water Code. Reference: Sections 13172
and 13360, Water Code; and Section 43103, Public Resources Code.
HISTORY
1. New section filed 6-18-97; operative 7-18-97 (Register 97, No. 25).
27 CA ADC s 20375
END OF DOCUMENT
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