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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.
UNDERDRAIN SCOUR POINT
EXTENDED DETENTION DEPTH 200mm
EXCAVATION FOR WETLAND BED
APPROX 350mm TO 2.05mRL BIORETENTION TRENCH BED
600mm DEEP 0.45mm FILTER MEDIA
OVERFLOW CHAMBER
GABION WALL
1m WIDE
OUTLET PIPEWORK
225mm UNSLOTTED PIPE
GRAVEL PLANTING
LAYER :^^,:^r.:^^.:^^%^i%^^.:^r^/i^/i^/i^/i^/i^/i^/i^/ice 3i^/i^/i^/i^/i^/i^! EXCAVAT ION DEPTH: 2.05mRL
BIORETENTION TRENCH
UNDERDRAIN
150mm SLOTTED PIPE IN
COARSE GRAVEL AGGREGATE
NGL: 2.53mRL NGL: 2.48mRL NGL: 2.44mRL MGL: 3.OOmRL
MNAP( IuAiy 01AWIC 1111E
PACIFIC PLUMBING ESSENCE OF PERIGIAN nMNW..IW A.irs14^.p^f.2 f&1
rear wl iAf &6
Simmonds & Bristow Pty. Ltd. BIORETENTION BASIN
7 OO UTS(AU WATFR & ENVIRONMENTAL ANALYSTS & CONSULTANTS AND WETLAND
STORMWATER TREATMENT DESI180 TA f OYUrr. I.W.h l.kwlrlnik^b
SHORT CROSS-SECTION I>okmaovosii No,
DRAAA TA w o^rer r.rt
DESIGN EHEIXED
1. Yr kaern 1.S&4
.eMnNlre.rry.^/IMt w'1
SECTION A-AI J-1005-310
f on irerwr.r rim '11'd
0 0)/12/10 INITIAL VERSION T Srxo. CONCEPT ONLY
Nit Helping you make good dean water A.G.N. 010 252 418
oA1E 8101 "A DATE 02/12/1
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