Skip to the record
Accept no substitutions.

Original source · versioned page text

Appendix C - Site & Soil Evaluation and Effluent Disposal Report

of 9

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

           AUSTRALIAN
          SOIL INVESTIGATIONS


Title DETAIL PLAN-AES

Project

                                Rev.
Date:             Drg No.


[OCR of page images]
 

 

COPYRIGHT FOR DESIGN & DRAWINGS
REMAIN THE PROPERTY OF THE AUTHOR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

iy
x Foe a \
SYSTEM EXTENSION BED
TOTAL 20.0m sq
REFER SITE PLAN FOR
LOCATIONS AND
SETBACK DISTANCES.
y
AES. SYSTEM -—
PIPES — a+ 54 So
|_| | Pre 3
Inspection Points are to
be installed at
the furtherest point
from inlet and also in
the
middle of the first and
second run of AES
pipes.
High Vent
3m From Low LOW VENT DN100.
Vent = \
3 Lt
Ne
Bend After Coupling >" velocity Reducer Min, Im after Coupling
32 mm Poly Max. Pump Flow
‘coupling System Inlet cep
‘SEPTIC TANK.
3000! TO AS 1546
APPLICATION AREA PLAN- Pumped System
saat LOW VENT Ss

S|
DNI00. |
(3m Differential oa

From Low Vent)

 

 

 

 

 

7150

 

 

 

150
30350

 

300

STEM SAND

 

General Notes :

1. The Plumber is responsible for locating all existing services within and
adjacent the allotment prior to commencing the work.

2. This drawing is to be read in conjunction with the attached details and the
specifications and requirements of Australian Soil Investigations Absorption
Report.

3. The installation is to be in strict accordance with AS 1547-2012, Local
Authority requirements and Australian Soil Investigations Absorption Report.

4. The work is to be undertaken and completed by a registered plumber.

5. Refer to Australian Soil Investigations report for all setback distances.

6. Disposal areas must be protected from inflow of surface water by bunds,
drains or mounding of surface as required.

7, Extension bed may be placed either side of AES pipes on level ground. Must
be placed on the downslope side on sloping sites.

8. Ensure system footprint is adequately ripped prior to placement of media
and pipework. Rip paralell to contours and system pipes.

 
 
 
  

REPLACED OVER
EXTENSION BED

TYPICAL APPLICATION AREA
DIMENSIONED SECTION

 

TOPSOIL,

OVERBURDEN

 

ABN11 147 854 439

AUSTRALIAN
SOIL INVESTIGATIONS

 

Unit 1/11 Project Ave, Noosaville
ABN11 147 854 439

 

Title: DETAIL PLAN-AES

 

Project 20 Woongar Street
Boreen Point

Drg No. 210450

 

 
    

Date: Dec 2021

 

 

  
Log in to download the original file

Appendix C - Site & Soil Evaluation and Effluent Disposal Report.pdf · 1.0 MB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.