REFERENCED DOCUMENTS Stormwater MCU13/0098

Page 2

 

ADJACENT INDUSTRIAL ESTATE

 

 

rFOR DETAILS OF ROOF DRAINAGE REFER TO HYDRAULIC CONSULTANTS DRAWINGS

 

 

 

 

 

COMBINED ———_.

HARVESTING/RETENTION \
TANK, TYPE ABOVE
GROUND.

TOTAL VOLUME
22,500LITRE

DISCHARGE MINIMUM OF
80% ROOF CATCHMENT
AREA TO TANK.

NS
\,

BIO RETENTION

 

 

SYSTEM FOR
ROOF CATCHMENT
MIN AREA 45sqm ~~

 

#300 SHOWN BESIDE——_]
BRS FOR CLARITY
ONLY

 

BRS 3/1

 

300~\

IL3.510~

 

 

 

 

 

 

NI

 

PROPOSED NEW WAREHOUSE BUILDING

LO

 

 

 

 

 

-& FFL5.400 |

 

 

 

N\ DRIVEWAY

CARPARKING

 

 

|

|

|
|
|
|
|
|

\

 

LOT 3 PROPERTY CONNECTION
$375; 5.9m @ 1%

USIL3.470

DSIL3.410

 

 

 

CARPARI

 

 

225
1L3.510

——EXISTING
STORMWATER

MANHOLE 1/1:

SL4.870
IL3.555

    

 

-) FFLS.400

| FFLS.400

 

 

        
 

 

 

 

[email protected]

 

FFLS.200

  

3x MOTORBIKE

 

 

 

IL3.750-

 

 

 

 

 

 

 

 

 

BIO RETENTION BIO RETENTION

 

L3.600 SYSTEM FOR SOUTH SYSTEM FOR
CARPARK NORTH CARPARK
CATCHMENT. CATCHMENT.

MIN AREA 11sqm MIN AREA 15sqm

INTERNAL ACCESS ROAD (ROW)

 

 

 

 

 

 

/
/ SITE ACCESS

/

 

SITE ACCESS

S To FR FF FT

FLOW (LITRES/SEC.)

60

 

 

 

——— NO RETENTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

50:
S WITH RETENTION
40 S
30. Zz
7 ™~

20 ==
° Ce = ~

0 ! T I

2 4 6 8 10 12 14 16 18

TIME (MINS.)

STORMWATER HYDROGRAPH THROUGH TANK
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
TOTAL PROPOSED TANK VOLUMES:

TANK FOR HARVESTING: 10,500 LITRE

 

 

 

 

 

 

 

 

TANK FOR RETENTION: 12,000 LITRE
RUNOFF & DETENTION CALCULATIONS:
MAXIMUM EVENT: Q100
TIME OF CONCENTRATION: Smin
INTENSITY: 326mm/hr
SITE AREA: 3266sqm
IMPERVIOUS AREA: 2744sqm
PRE DEVELOPMENT PEAK RUNOFF: 260L/s
PEAK RUNOFF POST DEVELOPMENT: 290L/s (NO RETENTION)
RETENTION VOLUME REQUIRED: 11,900 LITRE
RETENTION VOLUME PROVIDED: 12,000 LITRE
REDUCTION REQUIRED: 29.8L/s
REDUCTION PROVIDED: 33.9L/s
FROM ROOF
HI-FLOW #300
E
Lt
9
COMBINED 4
HARVESTING/MITIGATION wo
TANK a
TOTAL VOLUME:
22,500 LITRE
50% HARVESTING
Or eae ON KE 90 LO-FLOW SLOW
GS LEAK TO BIO
uw RETENTION SYSTEM
0
oO
I 1 GROUND
KAN AN AN ANA NAN AN ANAS ANIA A WAN
oO

RAINWATER HARVESTING AND
MITIGATION TANK ASSEMBLEY

TO LAWFUL POINT OF DISCHARGE

SCALE: NTS

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

[Amd Description Date
Issue Notes Date

For Development Approval X 11-07-13

For Building Approval

For Tender

For Construction

As Constructed

 

E Hydraulic 3

 

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 :
MARKRIS FOODS
ARCHITECT :
L SOUL SPACE J
(PRosect: 42 HOFFMAN DRIVE NY
NOOSAVILLE

INDUSTRIAL DEVELOPMENT

DRAWING TITLE:

STORMWATER
DRAINAGE
AND QUANTITY

 

Design Ae. Checked (Ch Date 11-07-13 Dwg, No. AMD,
\ SCALE : 1: 200 2783-2 SJ

RPD:-— LOT 3 / FMR LOT 2 SP 222982

ON A1 UNO. 2 Of 4

 

 

 

 

Page 3

 

   

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

 

 

 

Page 4

 

 

RECOMMENDATIONS FOR ESTABLISHMENT & OPERATION:

PHASE OF ESTABLISHMENT:

The first 2 Years after construction are crucial for the performance of the VBFS.
“Ensure the right plant selection (refer "Healthy Waterways" for plant selection)
*“*During dry periods provide sufficient watering

“Perform regular weed removal

****Replace not established plants where required

OPERATIONAL PHASE:

e Perform routine inspections of the raingarden (VBFS) to identify any areas of obvious increased sediment deposition, scouring from

 

storm flows,

| erosion of the batters from lateral inflows and clogging
Perform routine inspections of the inflow systems in particular the grated drain and clean the grated drain regular from debris and litter
Perform routine inspections of the surface of the raingarden and clean from litter and gross pollutants

Remove sediment build ups in the raingarden

Repair any damage from vehicle traffic

Provide regular irrigation/watering during extended dry periods
Remove any invasive weeds at any time

Remove plants that have died and replace them

Perform regular pruning as to Landscape Architects schedule to encourage growth and healthy establishment of plants
Perform vegetation pest minotoring and control as to Landscape Architects schedule

RECOMMENDATION:

THE RAINGARDEN IS PROPOSED TO BE A STORMWATER TREATMENT DEVICE AS OPPOSED TO A NORMAL GARDEN
BED. WE RECOMMEND TO SET UP A SIGN EXPLAINING THE PURPOSE OF THE RAINGARDEN.

WIDTH AS SPECIFIED IN PLAN

VEGETATED BIO RETENTION SYSTEM LENGTH AS SPECIFIED IN PLAN
Use for mulching: LUCERN, WOODCHIP OR EQUIVALENT.

WIDTH AS SPECIFIED IN PLAN

 

 

 

LAYER: il
Clay 2-4% (<0.002mm) im
Silt 4-8% (0.002-0.05mm) |[||
Very Fine Sand 5-10%(0.05-0.15mm) U

f

 

 

 
 

Fine Sand 10-25% (0.15-0.25mm)
Med./Coarse Sand 60-70% (0.25-1.0mm)
Coarse Sand 7-10%(1.0-2.0mm)

 

 

 

 

 

 

TRANSITION LAYER:

 

 

 

 

 

 

 

Coarse Sand__ 100% __0.5-2mm
DRAINAGE LAYER:
O CO Fine Gravel 100% 2-5 mm

 

 

 

   

 

 

 

 

Provide PVC perforated pipe with

diameter as specified in plan.
Minimum 2 off.

 

 

 

 

SPECIFICATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Roof water @

 

 

 

 

 

 

 

 

 

NOTES:

1, Use LUCERN OR EQUIVALENT for mulching

2. Do not use organic Soils or soil fractions
for filter layer.

3. Provide a suitable irragation system required
for the establishment of the plants and for
use in extended dry periods. Irragation
system shall be supplied from the

harvesting tanks.

4. Do not use any geotextile or related
products between filter and transition or
between transition and drainage layers.

5. Geotextiles may be used in addition to the
impermeable concrete & block surrounds.

6. Provide flush out points for subsurface
drainage.

 

 

      

Connect subsoil
drainage to stormwater
infrastructure as
specified in plan.

VEGETATED BIO FILTER STRIP SOIL SPECIFICATION

(NOT TO SCALE)

 

NOTES:

1. Provide selected plants as to specification of
"Healthy Waterways” http://www.healthywaterways.org/

2. Provide "FOREBAY’ made of rocks and pebbles. For
scour protection. Refer detailed design for area.

 

MAINTENANCE PLAN

 

WATER SENSITIVE URBAN DESIGN TECHNICAL DESIGN GUIDELINES FOR SOUTH EAST
QUEENSLAND (Chapter 5, Item 5.6).

The maintenance of the bioretention basin elements involve:

e — Routine inspection of the bioretention basin profile to identify any areas of obvious increased sediment
deposition, scouring from storm flows, rill erosion of the batters from lateral inflows, damage to the profile

from vehicles and clogging of the bioretention basin (evident of "boggy

 

ilter media surface).

e — Routine inspection of inflows systems, overflow pits and under-drains to identify and clean any areas of

scour, litter build

up and blockages.

appropriate fill (to match onsite soils) and revegetating.

the plant schedule.

e Vegetation pest monitoring and control.

Refer "Water by design" by HEALTHY WATERWAYS.

Removal of sediment where it is smothering the bioretention basin vegetation.
e Where a sediment forebay is adopted, removal of accumulated sediment.
Repairing any damage to the profile resulting from scour, rill erosions or vehicle damage by replacement of

Pruning to remove dead or diseased vegetation material and to stimulate growth.

HARVESTING

&

RETENTION

 

650m?

 
 

 

 

 

 

389m? 5
DRIVEWAY
562m? 5

DRIVEWAY

—
—

Tilling of the bioretention basin surface, or removal of the surface layer, if there is evidence of clogging.
Regular watering/irrigation of vegetation until plants are established and actively growing.
Removal and management of invasive weeds (herbicides should not be used).

Removal of plants that have died and replacement with plants of equivilant size and species as detailed in

 

BIO RETENTION

SYSTEM BRS3/1

yd

 

ZRUUtt

BIO RETENTIO

 

SYSTEM BRS.3/2

 

 

 

 

 

~
~
—

N

BIO RETENTIO

TREATMENT TRAIN

 

SYSTEM BRS 3/3 RECEIVING WATERWAYS

 

 

from carpark
to raingarden

A raingarden is a garden bed which

 

500
~_<_

uses native plants and free drainage

 

15

 

 

soils to treat the pollutants formed in
stormwater that runs off the driveway
and carpark. Raingardens help to
protect our waterways.

 

 

50

 

to
creek ,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ww
BIORETENTION FILTER & RAINGARDEN MAINTENANCE CHECKLIST
BODY . .
CORPORATE NAME: DATE:
RESPONSIBILITY CENTRE ; ;
MANAGEMENT NAME: DATE:
OWNER NAME: DATE:
PROVIDE NAME AND DETAILS OF
MONTHLY CONSULTANT IF APPOINTED:
INSPECTION QUARTER
FREQUENCY 6—MONTHLY
DROUGHT
AFTER EVENT
INSPECTION ITEMS Yes _|No ACTION REQUIRED

 

 

Overall appearance healthy?

 

 

Over:

appearance clean?

 

Gross litter _on surface?

 

 

Sediment accumulation at inlet?

 

Sediment accumulation on pebble surface?

 

Sediment accumulation at pipe outlets?

 

Sediment accumulation in bypass chamber?

 

 

Erosion at forebay?

 

Erosion at overflow?

 

Any other erosion?

 

 

Damage of support structure?

 

Any other traffic damage present?

 

Damage to grates and lids?

 

 

Visual plant health ok?

 

Weeds apparent? Weeding required?

 

Watering required?

 

Irrigation functional?

 

Replanting required?

 

Mowing/slashing/pruning required?

 

 

Surface clogging visible?

 

Excess ponding evident?

 

Flushing required?

 

 

Point of discharge inspected (pit/headwall/swale/creek)?

 

 

 

OTHER
OBSERVATIONS

 

 

SIGNATURE & DATE:

 

 

 

NOTE: A4 COPIES OF THE FORM CAN BE OBTAINED BY CONSTRUCTION HYDRAULIC

_1| © ©
TANK SPECIFICATION ' |
TANK SIZE: 10,000 LITRE --1-}--= | et _ ey
DESCRIPTION: PRECAST ff vkno | LEGEND
| 1 ]SOLENOID SWITCHOVER DEVICE
PUMP SPECIFICATION | FRAN VESTING TAO ABLE
MANUFACTURER: TBC ' 4 |REMOTE WATER LEVEL INDICATOR
MODEL: TBC | 5 |PRESSURE LIMITING VALVE, 500 kPA MAX.
° 1 6 |WATER METER
@ | | 7 |TEMPERING VALVE MAX 50°C
8 | FILTRATION DEVICE
SWITCHOVER DEVICE SPECIFICAITON Heater | | 2 RAINWATER PUMP
MODE TORER: TBE 8l{] Harvesting 9 | NC | NORMALLY CLOSED
. =|] | Zone | Vv | BALL VALVE
HWS & | | GV | GATE VALVE
NRV|NON—RETURN VALVE

RAINWATER FILTRATION SPECIFICATION RW ew vy Vv Vv DCV| DOUBLE CHECK VALVE
MANUFACTURER: TBC mark "RAIN WATER” NRV GV [sludge zone |
MODEL: TBC |

1

Stormwater RPB main»
HOT WATER SYSTEM SPECIFICATION System
MANUFACTURER: TBC
MODEL: TBC RAINWATER HARVESTING SCHEMATIC
800
|-——a |

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd Description Date

 

Issue Notes Date
For Development Approval X 11-07-13
For Building Approval

For Tender
For Construction

As Constructed

 

E Hydraulic

 

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 :
MARKRIS FOODS
ARCHITECT :
L SOUL SPACE J
(Prosect: 42 HOFFMAN DRIVE NY
NOOSAVILLE

INDUSTRIAL DEVELOPMENT

DRAWING TITLE:

STORMWATER
QUALITY
MAINTENANCE

 

Design Ae. Checked (Ch Date 11—O07—13 Dwg. No. AMD,
\Q scale: N/A onatuno. 40f 4 2783-4 J

RPD:-— LOT 3 / FMR LOT 2 SP 222982