Site Investigation Report

Lot 2 (#1073) POMONA KIN KIN ROAD, KIN KIN. 025-276

 

Proposed House Site on a near level pad.

 

 

 

 

 

 

 

 

 

 

 

Borehole No 1 p | Dd p Borehole No 2
Silty Gravelly Clayey Sand SC 3 {| 100 | 4 Silty Gravelly Clayey Sand SC
(Grey Brown) 4 | 200 5 (Grey Brown)

Dry & Disturbed 4 | 300 7 Dry & Disturbed
Clayey Gravel GC 7 | 400] 11 Clayey Gravel GC
(Orange Brown Grey Mottled) (Orange Brown Grey Mottled)
Moist & Medium Dense 10 | 500 |} 15+ Moist & Medium Dense
(Weathered Rock Lenses) (Weathered Rock Lenses)
UTP Hand Auger 15+ | 600 UTP Hand Auger
(Distinctly Weathered Rock DW) 700 (Distinctly Weathered Rock DW)
800
900
1m

 

 

 

 

 

 

75-100 mm Jarret style Hand Augers.
p = blows/100mm - 9kg Dynamic Cone Penetrometer.
UTP = Unable to penetrate.

 

 

UNEARTHED GEOTECHNICAL P/L. PO Box 1204, GYMPIE. Q 4570. I7//2023

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No 3 p_ | Depth
Silty Gravelly Clayey Sand SC 2 100
(Grey Brown) 4 200
Dry & Disturbed 4 300
Clayey Gravel GC 6 400

(Orange Brown Grey Mottled)
Moist & Medium Dense 9 500
(Weathered Rock Lenses)
UTP Hand Auger 15+ | 600
(Distinctly Weathered Rock DW) 700
800
900
lm
UTP = Unable to penetrate.

 

Note - All field information and test results collected during our site investigation and detailed in the
accompanying report, including any site plans, log and data sheets are only to be used for the purposes of this
report. No third party use of any part of this information is authorised without specific or written consent.