Appendix D - Soil Test and Site Classification Report






                                                                          


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RECTION OF
ROUND FALL [7

 

 

 

 

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CUT-OFF DRAM AT HIGH
‘SOE OF EMBANKMENT CUT

 

 

 

Guidelines for Site Drainage

1, The site must be prepared prior to construction works that enables the site to drain
throughout construction and nol allow’ flooding of Foundation works, temporary pumping,
systems could be required existing drainage paths are trapped, Temporary down pipes must
e installed following roof construction and drained away from the construction area.
Dramage trenches should be clay capped to stop mxsture entering feundations,

2. Upon completion the ground! surrounding the chvelling should be graded away from the.
duvalling as Indleated. Paving and terrace stabs adjacent the dwelling Improve thls deairiage,
Perimeter drainage should be provided around the dwelling as mdcaced and must be
dramed 10 approved drainage faclihes dovmsloge fiom the dwelling.

3. Rear of wrll drainage beyond constructed retaining walls must be drained to approved
drainage facilities downslope from the dwelling, These drains should be provided with flush
‘out facilities at the upstream end of the drainage line and regularly maintained

SITE DRAINAGE RECOMENDATIONS

 

   

CUT-OFF ORAM ALONG
HCH SIE OF RETAINING

   
   

RETNWNG WALL WL
%
‘\
GROUND SUAFACE FALL =
1:20 MA FOR Saw NI
of
——s NS

 
  

eS
pe REAR OF MALL DRAMAGE,

OF RETANNG WALL
DRECTED AROUND IE
Dre MOND ie PERMETER OF THE
BRMETER DELS
DHELLHG

 

ALL SITES

 

 

Australian Soil Investigations Appendix Page 6 of 6

Appendices.1