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Changes Application - MCU15/0023.02
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Soil Surveys Engineering Ply. Limited BOREHOLE RECORD SHEET
Specialist in Applied Geotechnlcs
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Location Number: BH 2
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NorltJem~, pI1+01 7 SS2'3-4.511~""~Qcln'" Project Number: 112-14608
Macby.p!'>011~g.\221lO1~~oom ••
Project Name: Proposed Residence
SOIL SURVEYS Location: 44 Seaview Tee .• Sunshine Beach
Easting: 511331 Northing: 7080123 RL: Client: Karl Yunker
Logger: OF Operator: OF Machine: Edson Date: 10/01/2013 Page: 1 OF 2
Samples and
llepth Description Remar1ts
FIJ.I SAND (SP) Loose. fine to medium grained, grey and pale brown, trace of clay
fines. dry.
FILL SAND (SP) Loose. fine to medium grained, pale grey. dry.
1.0
FilL SAND (SP) loose. line to medium grained. pale grey and pale brown. moist.
2.0
NATURAL SAND (SP) loose to medium dense, fine grained. pale grey. moist.
3.0
4.0
:. ':.'. SAND (SP) Medium dense, fine grained. pale grey. moist
': ::. :.
5.0
6.0
7.0
.... SAND (SP) Medium dense. fine to medium grained. brown, moist.
7.30 ::.,}.:~.
SAND (SP) Medium dense, fine to medium grained, dark brown. moist.
:::.i~./
8.0
:::}?
:,: ':::."
6.80::"::/
9.0 SAND (SP) Medium dense, fine to medium grained. orange brown, moist.
~
•S
~ SAND (SP) Dense. fine grained, pale brown and yellow. moist.
.
~
_
8
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Comments:
10.0
1) Groundwater not observed.
Samples
050.
ig +Waler Ami Noted ...1- Water Steady lev&~
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cn.luiWd[
Samp/eo
Approved:
Date:
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