23 CA ADC § 124
23 CCR s 124
Cal. Admin. Code tit. 23, s 124
CALIFORNIA CODE OF REGULATIONS
TITLE 23. WATERS
DIVISION 1. RECLAMATION BOARD
CHAPTER 1. ORGANIZATION, POWERS AND STANDARDS
ARTICLE 8. STANDARDS
This database is current through 05/19/06, Register 2006, No. 20.
s 124. Abandoned Pipelines and Conduits.
(a) Abandoned pipelines, conduits, and all appurtenances (such as pumps,
standpipes, or positive closure structures) that are located within a
levee section, within the projected levee section, or within ten (10) feet
of the levee toes shall be completely removed, when practical, and
disposed of outside the floodway.
(1) When the invert of an abandoned pipeline or conduit within a levee is
above the design flood plane elevation, the pipeline or conduit must be
removed.
(2) An abandoned pipeline or conduit located within one (1) foot of the
surface of the levee slope shall be removed.
(3) When the invert of an abandoned pipeline or conduit within a levee is
six (6) feet or less below the design flood plane elevation, the board may
require the removal of the pipeline or conduit.
(4) The side slopes of an excavation to remove an abandoned pipeline or
conduit from within a levee must be one (1) foot horizontal to one (1)
foot vertical or flatter.
(5) After any pipeline, conduit, or appurtenance is removed from a levee,
approved backfill shall be keyed into the levee section with each lift and
compacted in four- (4) to six- (6) inch layers with a relative compaction
of not less than ninety (90) percent, per ASTM D1557-91, dated 1991, which
is incorporated by reference and above optimum moisture content.
(6) Compaction tests by a certified soils laboratory will be required to
verify compaction of backfill within a levee or within the projected levee
section.
(b) Abandonment of pipelines and conduits within a floodway must be in a
manner consistent with the following:
(1) After any pipeline, conduit or appurtenance is removed from a
floodway, open-trench backfill must be placed in a manner consistent with
the local conditions. Erosive stream reaches will require methods that
compact the backfill to at least the density of that of adjacent soils.
Compaction tests by a certified soils laboratory may be required to verify
compaction within the floodway.
(2) Abandoned pipelines or conduits within the berm and within thirty (30)
feet of the top of the streambank must not be filled with concrete but may
be removed if exposed by bank erosion.
(c) If it is determined by the board that it is impractical or detrimental
to the levee to remove an abandoned pipeline or conduit from a levee
section, the pipeline or conduit must be completely filled with concrete.
(1) Concrete to be used to fill an abandoned pipeline or conduit must be a
three- (3) sack cement mix, or equivalent, with aggregate having a maximum
size of three-eighths (3/8) inch, and a water content sufficient to
produce a six-(6) to eight- (8) inch slump.
(2) A detailed plan for filling an abandoned pipeline or conduit with
concrete may be required to be submitted for approval by the board prior
to start of work.
(3) A pipeline or conduit to be filled with concrete must have a minimum
cover of three (3) feet below the waterward levee slope.
(4) See Figure 8.07 for illustrated details on sealing abandoned pipelines
and conduits.
(d) Concrete pipes may be plugged with concrete at each end as an
alternative to complete filling. The length of each plug shall be a
minimum of two (2) feet or twice the diameter of the pipe, whichever is
greater.
Image 1 (8.5" X 6.75") Not available for Offline Print to STP or FAX
Note: Authority cited: Section 8571, Water Code. Reference: Sections 8608
and 8710, Water Code.
HISTORY
1. New section and figure 8.07 filed 9-30-96; operative 10-30-96 (Register
96,
No. 40).
23 CA ADC s 124
END OF DOCUMENT
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