Appendix D Geotechnical report App · MCU18/0013

  
     

 
   

LEGEND SHEET

   
   

=. Soil Surveys Engineering Pty. Limited

    

.  Consubiing Geotechnical engineots
AGN 054 043 634
‘eral betsbano@sots coma
Level 2.19 Finchley Street Unit 939 Lawcence Dr * 14 Production Avs
Matton ait Kawana Waters Q 4578
PO Box 317 PO Box 2011 PO Box2
O21 Buddies Q 4578
PRET 7 5499 1739
Facet 7 5493 2037

  
    
  
 

Information ;
ING TYPES Graphic Legend

      
      
   
   
   
   
  
      
    

    

DRILL

ropen hole diiling using augers and a steel "V7 bit

TC - open hole idling using augers and a Tungsten Carbide bit
WB - wash boring using a drag or blade bit :

RR- wash boring using a rock roller bit

(CH - CLAY of high plasticity

  
 

CI- CLAY of intermediate plasticity
CL- CLAY of low plasticity
MH - SILT of high plasticity
MI- SILT of intermediate plasticity
ML- SILT of low plasticity

Pt-PEAT

  

OH - Organic SILTS and CLAYS of high
plasticity

OL - Organic SILTS and CLAYS of low
plasticity

SC- Clayey SAND

       

$- strong 24 to 70 MPa
VS- very strong 70 to 240 MPa

 

   
        
 
 
  
  
 
 
  

SM - Silty SAND

 

Peeipore recovery in each run expressed as a %
Reb - Rock Quality Descripfion expressed as a %

Defect Description

3.00m;J45;p,s,0,2

     
   

SP ~ poorly graded SAND

    
 

SW - Well graded SAND

  
   
 

GC- Clayey GRAVEL
angle with the core axis;planatity roughness,aperture, infill

  
    
 

    
     

 
  
 

Depth in metres; Defect Type and
Defect Type Plananity Rou: Aperture Infill * GM- Silty GRAVEL
tet p- Planar s- Smooth o- Open z- Clean
- Foliation s-Sub-planar_r-Roug c- c- Clay -
B- Bedding ¢ Curtinear v- Very Rough q- Quartz GP - poorly graded GRAVEL
V-Vein u-Undulafing I- Slickensides k- Calcite
w- Weathered Rock GW -well graded GRAVEL

 
  

(- Limonite

  
     
 
   
  
  

Fill
Core loss

Phyilite

     
 
   
   
 
      
   
 
   

USO (50)
PP =500 kPa Pocket penetrometer reading

VS
1,305 :25

Water Intersections

rrr Weser sede
“Hor Wates fst noted

"Testing Results

Corrected Point Load Test Result
1350-4 (A) A-Aatal, D -Diamatrat

ISSUE No. 1.1 08/10/97 RS005