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16-001014-02A (Ultimate SCMMP)
Attached to the e-mail Operational Works Application OPW16/0203 - 4 of 4.
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Action (if
Drainage layer Checked Satisfactory Initial
unsatisfactory)
Meets the specifications
Meets the required hydraulic
conductivity (4,000 mm/hr)
Delivery supply docket certifies that
the material delivered is the material
tested (delivery docket attached)
Transition layer supply
Meets the specifications
Supplier certification provided
(certification attached)
Delivery supply docket certifies that
the material delivered is the material
tested (delivery docket attached)
Filter media supply
Meets the FAWB’s Guideline
Specifications for Soil Media in
Bioretention Systems (2008)
Meets the required hydraulic
conductivity (100–500 mm/hr, 750
mm/hr maximum)
Frequency of laboratory testing
completed in accordance with
Section 3.5 (results of testing
attached)
Supplier certification provided
(certification attached)
Delivery supply docket certifies that
the material delivered is the material
tested (delivery docket attached)
HOLD POINT: Superintendent or bioretention designer inspection and review of test results and certifications
before proceeding.
Comments (attach and refer to additional pages if necessary)
FORM C — Bioretention Media (cont.)
INSTALLATION OF BIORETENTION MEDIA
Checked Satisfactory Action (if unsatisfactory) Initial
Base of system free from debris
Drainage layer (fine gravel) installed
to correct depth (+ 25 mm)
CONSTRUCTION AND ESTABLISHMENT SIGN-OFF FORMS – BIORETENTION
SYSTEMS 6
© South East Queensland Healthy Waterways Partnership 2010
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