Attachment A - Staging plans · MCU13/0211.02

Construction Hydraulic
    Building Service Engineers


[OCR of page images]
 

 

 

 

 

 

 

 

 

300

1000

 

100
PA

 

200

 

 

 

Grade W12144/12
Floor drain to strainer

Bucket on

“foo

Strainer

1200

inched grate
Ground level

 

 

_

Secondary

 

 

 

Strainer To Sewer

 

 

 

~100

Thrust block

PROPOSED BUNDED EXTERNAL
WASH DOWN DETAIL CONNECT TO SEWER

 

Scale 1:50

SL approx 1.150

225W Trench Grate

 

~150

 

 

"Fox” Gross
Pollutant Trap

 

 

 

 

 

 

TRENCH GRATE & “FOX” GROSS
POLLUTANT TRAP DETAIL

 

 
  
 

 

 

3S

Existir Ive sD
ae

G

ww

 

 

 

 

 

 

 

 

150

SECTION A — A

 

 

New concrete
Inlet with
scour protection

discharge
to Noosa

SL1.140
ri

   
    
          
  

~300

   

1L0.530 ‘| 1L0.450

NEW_IC_ INSPECTION CHAMBER

Pollution Control Management Plan (PCMP):

1. To be responsibility of Management

2. To list all in flow filtering devices like leaf eaters
at DP’s and other filters

3. To keep and maintain a log of cleaning

4. To clean devices including first flush storage tank
—as to manufactures specification
—minimum quarterly, but monthly in rainy season
—after each major rainfall event

5. To inspect and clean tanks minimum once yearly

6. To install and maintain pump and fixtures for
reuse/watering/irrigation as to manufactures specification

 

 

Pollutant Efficiency Rating Device
Litter 80-100% VH Fl, Fox
Organic 80—100% VH Fl, Fox
Coarse Sediment 80—100% VH Fl, Fox
Fine Sediment 60-80% H Fl, Fox
Free Oil & Grease] 60-80% H Infiltration
Nutrients (N&P) 40-80% M-H Infiltration

 

 

 

 

 

 

POLLUTION CONTROL SCHEME

Grated lid

 

~375

 

 

ILO.450

Chamber to be
inspected & cleaned:

min ev. 3 mths.
monthly Oct.—Feb.
after each major rainfall

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

€ [Outlet to Callaghan & Toth Plan 0619—05C 25-03-19
SCHEMATIC A_Infiltration deleted 27-04-06
NTS | )
| x 23-11-05
|
|
4 >)
nee hecaiwal NeW ~375 discharge Building Service Engineers PH: 5444 8645
‘om proposed development
CONTACT: Reinhold Koenning
min 5No ">>
raoaty, Iss K CUENT :
150x150x50__f Ty |epi«“4000 NC OLIVER PROPERTIES PTY LTD
natural bank iy re) ARCHITECT :
a e Ny MIDDAP DITCHFIELD PTY LTD /
, isti Ls (PROJECT: Y
River Existing Fe sti PROPOSED UNIT DEVELOPMENT
open channel F900 Grain’ ‘open channel HILTON TERRACE
OLA “ Existing 900x900 NOOSAVILLE
a en culvert DRAWING TITLE:
natural b |
A .
bitumen GENERAL NOTES &
Mill Street DETAILS
I
Grassed area
DETAIL DISCHARGE TO OPEN
CHANNEL 22-11-05
q 1 or 3 1451-0-1C]

 

 

[ RPD:— Lots 1, 2, 3 & 9 MCH3881