Council archive · source document
Development Application Part 2 - Environmental & Stormwater Management Plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
Very large file (49.6 MB): may take a few minutes to open.
NOTE - ALL DIMENSIONS IN mm
PLANTINGS TO BE SPECIFIED
(FLESHY NATIVES ABLE TO SURVIVE
EXTENDED DETENTION ZONE
PERIODIC INUNDATION)
SCOUR/CLEANING DESIGN FLOWS POND IN EXTENDED DETENTION
CONNECTION FOR ZONE, INCREASING VOLUME OF STORMWATER
UNDERDRAIN PIPEWORK THAT IS CAPTURED AND TREATED
SURFACE (FLAT)
BUND/LANDSCAPE OVERFLOW STRUCTURE
INTO RETENTION BASIN 600mm DIAMETER (2M WEIR)
CONCRETE MANHOLE WITH
GRATE
GEOTEXTILE (FILTER CLOTH)
LAYER
GEOTEXTILE (FILTER CLOTH)
LAYER
TRANSITION LAYER
COARSE SAND (APPROX 1mm) UNDERDRAIN PIPE
100mm SLOTTED PVC (AG PIPE)
FILTER MEDIA/PLANTING LAYER 0.5% SLOPE IN GRAVEL BED
SANDY LOAM SOIL (NO GEOTEXTILE WRAPPER)
DRAINAGE LAYER
FINE AGGERGATE
(6mm PEA GRAVE
CONCEPT ONLY - NOT FOR CONSTRUCTION essence
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PACIFIC PLUMBING ESSENCE OF PERIGIAN
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