Cal. Code Regs. Tit. 22, § 66264.226 - Monitoring and Inspection
(a) During construction and installation,
liners (except in the case of existing portions of surface impoundments exempt
from section
66264.221(a)) and
cover systems (e.g., membranes, sheets, or coatings) shall be inspected for
uniformity, damage, and imperfections (e.g., holes, cracks, thin spots, or
foreign materials). Immediately after construction or installation:
(1) synthetic liners and covers shall be
inspected to ensure tight seams and joints and the absence of tears, punctures,
or blisters; and
(2) soil-based and
admixed liners and covers shall be inspected for imperfections including
lenses, cracks, channels, root holes, or other structural non-uniformities that
may cause an increase in the permeability of the liner or
cover.
(b) While a
surface impoundment is in operation, it shall be inspected weekly and after
storms to detect evidence of any of the following:
(1) deterioration, malfunctions, or improper
operation of overtopping control systems;
(2) sudden drops in the level of the
impoundment's contents; and
(3) the
presence of liquids in leak detection systems;
(4) severe erosion or other signs of
deterioration in dikes or other containment devices.
(c) Prior to the issuance of a permit, and
after any extended period of time (at least six months) during which the
impoundment was not in service, the owner or operator shall obtain a
certification from a qualified engineer, registered in California, that the
impoundment's dike, including that portion of any dike which provides
freeboard, has structural integrity. The certification must establish, in
particular, that the dike:
(1) will withstand
the stress of the pressure exerted by the types and amounts of wastes to be
placed in the impoundment;
(2) will
not fail due to scouring or piping, without dependence on any liner system
included in the surface impoundment construction;
(3) will not fail due to external or internal
forces from a maximum credible earthquake or landslide.
(d)
(1) An
owner or operator required to have a leak detection system under section
66264.221(c) or
(f) shall record the amount of liquids
removed from each leak detection system sump at least once each week during the
active life and closure period.
(2)
After the final cover is installed, the amount of liquids removed from each
leak detection system sump shall be recorded at least monthly. If the liquid
level in the sump stays below the pump operating level for two consecutive
months, the amount of liquids in the sumps shall be recorded at least
quarterly. If the liquid level in the sump stays below the pump operating level
for two consecutive quarters, the amount of liquids in the sumps shall be
recorded at least semi-annually. If at any time during the post-closure care
period the pump operating level is exceeded at units on quarterly or
semi-annual recording schedules, the owner or operator shall return to monthly
recording of amounts of liquids removed from each sump until the liquid level
again stays below the pump operating level for two consecutive
months.
(3) "Pump operating level"
is a liquid level proposed by the owner or operator and approved by the
Department based on pump activation level, sump dimensions, and level that
avoids backup into drainage layer and minimizes head in the
sump.
Notes
2. New subsections (d)(1)-(3) and amendment of NOTE filed 7-19-95; operative 8-18-95 (Register 95, No. 29).
Note: Authority cited: Sections 25150 and 25159, Health and Safety Code; and Governor's Reorganization Plan Number 1 of 1991. Reference: Sections 25150, 25159 and 25159.5, Health and Safety Code; and 40 CFR Section 264.226.
2. New subsections (d)(1)-(3) and amendment of Note filed 7-19-95; operative 8-18-95 (Register 95, No. 29).
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
No prior version found.