Appendix E - Stormwater Management Plan

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FILE, BUS1S8.W-SK102.duq DATE: 12-11-2015 TIME: 1531
Pref’s: X_BIs158.W_TITLE X_BI61S8.W_BASE USR: chris mok

NORTHERN BASIN (SW QUALITY & DETENTION)
BIORETENTION SYSTEM WITH SEDIMENT FOREBAY
FILTER AREA: 525m?

FILTER DEPTH: 0.4m

TEMP. PONDING DEPTH: 0.3m

CENTRAL BASIN (SW QUALITY & DETENTION)
TREATMENT TRAIN INCLUDES WaQcP,
BIORETENTION BASIN AND UPSTREAM GPT
REFER TO STAGE 2 OPERATIONAL WORKS
DRAWINGS FOR DETAILS

At WA

SITE BOUNDARY

MUISIC CATCHMENT BOUNDARY

PROPOSED STORMWATER DRAINAGE

PROPOSED FLOW PATH

WATER QUALITY CONTROL POND
OR BIORETENTION BASIN *

MODELLED AS COMMERCIAL

   

WOODWORKING/GOLF ROOM
AND TENNIS COURTS

STORMWATER DRAINAGE EASEMENT
AND SERVICES CORRIDOR

BIOPOD D2
BIORETENTION SYSTEM WITH
UPSTREAM GPT

FILTER AREA: 75m?

FILTER DEPTH: 0.4m

TEMP. PONDING DEPTH: 0.2m

CARETAKER’S

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BIOPOD D3

FUTURE DEVELOPMENT TO HAVE OWN
STORMWATER QUALITY TREATMENT
CONTROLS

FILTER AREA: 75m?

FILTER DEPTH; 0.4m

TEMP. PONDING DEPTH: 0.2m

SOUTHERN BASIN

BIORETENTION SYSTEM WITH UPSTREAM GPT (TREATED
FLOWS TO DISCHARGE INTO CENTRAL WQCP)

FILTER AREA: 305m?

FILTER DEPTH: 0.4m

TEMP. PONDING DEPTH: 0.3m

REFER TO STAGE 2 OPERATIONAL WORKS DRAWINGS
FOR FURTHERDETAILS

SPLIT FLOW PIT (63% AEP PEAK

TRADING POST ROAD

 

 

 

FLOWS TO SOUTHERN BASIN)
\

 

 

 

 

 

 

 

 

 

 

—

 

 

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MUSIC CATCHMENT LABELS

LOW FLOW DIRECTION

MODELLED AS AREAS
BYPASSING TREATMENT

 

 

* or FURTHER BASIN CONFIGURATION REFER
TO DETAILS PROVIDED ON SUBSEQUENT
PLANS, SIZING SUBJECT TO DETAILED DESIGN.

 

 

COOROY CONNECTION ROAD

MUSIC CATCHMENT PLAN
SCALE 1:1250 (A1)
SCALE 1:2500 (A3)

 

 

NOTES:

MINOR DESIGN STORM CONVEYED
THROUGH SITE DRAINAGE. MAJOR
OVERFLOWS DIRECTED TOWARDS
TRADING POST ROAD

SITE DEVELOPMENT TO ACHIEVE 90/60/45
LOAD REDUCTION OBJECTIVES. STORMWATER
QUALITY TREATMENT DEVICES MAY CONSIST
OF BIORETENTION SYSTEMS WITH TOTAL
FILTER AREA OF 500m? OR OTHER INTEGRATED
SOLUTIONS (e.g. MULTIPLE BIORETENTION

\ PODS, PROPRIETARY DEVICES, COMBINATION OF
DEVICES, etc.) TO MEET THESE OBJECTIVES.

   

| CENTRAL 3 b
SBIORETENTION 9 5 a

BASIN x

FILTER AREA 2

= 650m? s
2; 5 5 c g 120 BED AGE %
kal CARE FACILITY ®)
Ba)

— * swo——— | :

1. THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH CALIBRE CONSULTING REPORT No.

16-001014-01.

2. SPLIT FLOW PIT TO DIVERT 63% AEP! FLOWS
FROM CATCHMENT B2 TO GPT AND

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

BIORETENTION BASIN.

 

FRET [CALCS [DRAWN] _OATE
vesue PP | iat

 

AMENDMENT DETAILS.

DESIGN CHECK

 

B_[ aw [05.02.16 [LAYOUT AND CATCHMENT AMENDMENT

 

‘=>

H_[- cr _[ 0009.16 [MINOR AMENDMENTS:

1250 25 0

"SCALE (METRES 7

MIGROFICM No,
SURVEYOR: KEN HICKS & ASSOCIATES
49 THE ESPLANADE MAROOCHYDORE

50 Al Ph (07) 5443 2844 Fax (07) 5443 7146

 

 

4.2500
DRAWN CHECK

 

H_[ or [23.2.16 [AMENDMENTS TO LABELS

 

A
B
[ome [mp | 19.12.16 [ upDATED MUSIC MODELLING
D
E
F

Oszmzozm!

H_[ RH _[ 20.0117 J UPDATED CENTRAL BASIN

 

 

 

 

 

 

 

 

 

AB PROJECT No.

B14158.W

"APPROVED.

 

 

FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTO

ANDREW McPHAIL RPEQ 6921
MATTHEW HILL RPEQ 11578

“CLIENT

‘DRAWING TITLE

PALM LAKES RESORT

 

 

PROECT

PALM LAKES - COOROY
RETIREMENT COMMUNITY

 

callore

CONSULTING

Callbre Consulting (QLD} Pty Lid

Level 6, 199 Gray Steet, South Brisbane QLD Austria 4101
‘Telephone 07 3895 3444 Facsimile 07 3895 2400
Racerw Garton Mateus tty Bane Danae Cet

1 a

MUSIC CATCHMENT
PLAN

 

 

‘DRAWING NUMBER TSSUE

B14158.W-SK102 E