REFERENCED DOCUMENTS Stormwater MCU13/0098

 

   

N SITE, ABOVE GROUND COMBINED
HARVESTING/RETENTION TANK WITH TOTAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

             

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

VOLUME OF 22,500 LITRES. _
12,000 LITRE FOR RETENTION S00 Hl FLOW Brrass
2000 10,500 LITRE FOR HARVESTING LOCATED UNDER. B10
, RETENTION SYSTEM AND
#300 HI-FLOW BYPASS BRS (NOT CONNECTED TO SYSTEM x
SHOWN FOR CLARITY) BYPASS CHAMBER AT a
#90 LO-FLOW CHARGE ON TOP OF BRS INVERT. a
90 LOW-FLOW MITIGATION S 00sq OVERFLOW AND HIGH
DRAIN DISCHARGE TO TOP 5 FLOW BYPASS CHAMBER,
tet ON SITE, ABOVE GROUND COMBINED —~ | 12,000 LITRE Osine ADEROVED FLAP # See ES AND TINGED
HARVESTING/RETENTION TANK WITH TOTAL RETENTION VOLUME VALVE. CHARGE ON TOP OF ° ELEVATED GRATE.
VOLUME OF 22,500 LITRES. | —~e a
GRAVEL MATTRESS FOR 9
12,000 LITRE FOR RETENTION SCOUR PROTECTION. Ww
10,500 LITRE FOR HARVESTING Zz
%300 HI-FLOW BYPASS BRS E
9 —FLOW CHARGE ON TOP OF BR 10,500 LITRE as
90 LO-FLOW CHARGE ON TOP OF BRS HARVESTING VOLUME S
wo
TYPICAL: 5.250N 5.300
%100 SLOTTED PVC WITH ee 5.000 y coc}
CLEANOUT TO SURFACE fl :
USING SCREW CAP.
4.400 4.300
_ | c ~S 4.100
600 FILTRATION LAYER: —~
3.700
100 TRANSITION LAYER.
200 DRAINAGE LAYER
#300 TO LAWFUL POINT OF
DISCHARGE
BIO RETENTION SYSTEM BRS 3/1
LONG SECTION
SECTION (Aa
SCALE 1: 20\ 1 _/
BIO_RETENTION SYSTEM _A_NOTES
CATCHMENT: ROOF 1800m?
¢ FILTER MEDIUM AREA: 45m?
* FORE BAY AREA: 1.5m?
* PROVIDE 100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED ON
PLAN.
xr
&
a
ir
a
Zz
a (2 2
Ne é
it)
E
lu
a
a
ir)
a
Zz
Ld
2 5
Oo
Oo
Q 0 5.300
N
ILTER MEDIUM SURFACE AREA WITH DENSE THE ENTIRE BRS TO BE. ——""
PLANTING. FOR DETAILS OF SELECTED PLANTS SUCH WRAPPED IN CEO TEXTILE
AS GRASSES, SHRUBS AND SELECTED TREES REFER
TO LANDSCAPE ARCHITECTS PLANS. 600 FILTRATION LAYER:
ee. D SL3.500 4.100 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
. 100 TRANSITION LAYER —_—_ = FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER CQ aS [Amd Description Date
#300 TO saawsrer/eyenss-
CHAMBER
BIO RETENTION SYSTEM BRS 3/1
CROSS SECTION
250 WIDE BATTER SURROUNDING BIO RETENTION SYSTEM.
ee BATTER SHALL BE PROVIDED WITH ROCKS AND DENSE SECTION (8
e PLANTING. FOR SELECTION OF PLANTS SUCH AS A
MIXTURE OF GRASS, SHRUBS AND SELECTED TREES REFER SCALE 1: 20
TO LANDSCAPE ARCHITECTS PLANS. :
Issue Notes Date
For Development Approval X 11-07-13
For Building Approval
NOTE: For Tender
: For Construction
IDENTICAL CONSTRUCTION PRINCIPLES As Constructed
E Hydraulic 3
I
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT
00sq HI-FLOW BYPASS AND MARKRIS FOODS
TRANSFER CHAMBER, CONCRETE WITH
ELEVATED GRATE AND WEIR AT ARCHITECT :
SLS.250 SOUL SPACE
yy J
(PRovect: 42 HOFFMAN DRIVE Y
NOOSAVILLE
INDUSTRIAL DEVELOPMENT
DRAWING TITLE:
300 SYSTEM OUTFLOW
DIRECTED TO LAWFUL STORMWATER
POINT OF DISCHARGE
QUALITY
DETAILS
Design Ae. Checked (Ch Date 11-07-13 Dwg, No. AMD,
SCALE: 1 : 50 ON At UNO. 3 Of 4 2783-3
BIO RETENTION SYSTEM BRS 3/1 BIO RETENTION SYSTEM BRS 3/1 w A
SUBDRAINAGE_LAYOUT PLAN VIEW RPD:— LOT 3 / FMR LOT 2 SP 222982