Attachment 5 - Geotechnical Assessment · MCU18/0015

 

 

RTI 11/055 Folio B410

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG: Hand Auger
PROJECT: Housing Development SURFACE RL: 47.56m DATUM: AHD71 DRILLER:
LOCATION: Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03
JOB NO: 03632248 HOLE DIA: 100mm HOLE DEPTH: 0.80 m CHECKED:Att> DATE: ZAfrojos
Drilling Sampling Field Material Description
Su a 3
ge SAMPLE OR a o 3 w a DCP TEST (AS1289.6.3,2)
Q ea > w] 2 — 5 Blows per 100 mm
Z Be fi E i FIELD TEST 3 6 a SOIL / ROCK MATERIAL DESCRIPTION E Be Pr
3
gag § we bEpTH BI so|a 8 fered 5 10 15 20 25
9.0 Taro SP] SAND 1
1 fine to medium grained, light grey, trace of root matter z 1
o30f |] fe 7
« 47.20 becoming pale grey a
xr 71 > 7
05-| DS 0.50-0.70m aE = 7
“| 080 7
“| 46.70 END OF [email protected] m |
10-| UNABLE TO EXTRACT a
15 “|
2.0—~) 4
25— co
3.0—4 =
2 35 4
8 4 4
g J
= 4.04 4
8 “J 4
5 4 4
z| 1 4
5 a 4
g 4 4
e 4 4
: 1 !
§ 5.0 4
g 4 4
8 4 J
é 554 4
QI 4 4
i 4
a 4
a 4 4
2 1 4
3 6.0 +
5 J
y 7 4
2 4 4
a 71 4
ge 65 4
q 4 4
o 4 4
g 4 4
8 4
3 4
spo-t las -b--—---4 Dace tee eee HH Bae teh
g This report of borehole must be read in conjunction with accompanying notes and abbreviations. it has been prepared for
g| geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP gINT FN. oD