Council archive · source document
Response to Information Request - Received on 19/04/2012 · OPW11/0335
Very large file (89.8 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
Original PDF page 90, section 1. The text section number identifies this passage in the reader.
BORE REPORT 1=:=.=
Client: Scanlan Properties Pty LId
BORE 3
Project: Residential Development Page No: 1 of 1
Location: 215-219 David Low Way, Peregian Beach Date: 8 June 2007
Project No: 07160 Ground Surface Level: RL 7.5m’
:[
Q) ;;
Po Po .l!l
>. Q)
"3
Description >.
0>
l- e ’"
Q) Q) Q)
0
is. Q. e:::
E
.<:: E E u;
., -’ ;t: to CIS
e e::: -’ en en ~
7.5
o 0.0
FILL
~
-
grey-brown, sandy fine sub-angular gravel D
SAND (SP)
~ 0.25
.
light grey-brown, fine grained
D
........,
7.0- 0.5
.........
D
0.75
D
1- ......... 1.0
..
,........
D
..
.........
.........
1.25
........
.
D
6.0- ..-::"’:.~.~. 1.5
-
medium to coarse grained
D
1.75
D
2- 2.0
D
2.25
D
5.0 .........
2.5
End of Bore at 2.5 m
3-
D Disturbed Sample E Environmental Sample C NMLC Coring
B Bulk Sample S Standard Penetrometer Test (SPT) Is(50) Point Load Test Result (Mpa)
U Undisturbed Tube (50mm diameter) HB SPT Hammar Bouncing (d) Diamalral Point Load Strength Test
pp POCket Penetrometer Test (kPa) () No Sample Recovery (a) Axial Point Load Strength Test
Rig: Hydrapower Trekker
Drilling Method: Auger
Groundwater: Free groundwater encountered at 1.5m depth
Remarks: Approximate ground surface level interpolated from PMM Group’s Drawing No. 7328-03, dated 18 pril2007
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Response to Information Request - Received on 19/04/2012Related documentApplication case desk ↗
About this file
- File size
- 89.8 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.