Attachment 7B - Site Based Stormwater Manamgment Plan by ADG

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Borehole No. BH30
. - Sheet 2 of 2
Engineering Log - Borehole ProjectNo:__ GEOTKPARO1178AA
Client, HUTCHINSON BUILDERS Date staned: 2.6.2007
Principal: Data completed; 2,6.2007
Project: NOOSA SANCTUARY Logged by: uu
Borchole Location’ REFER PLAN Checked by: a
Urill modal and maunung: GCH 200 TRUCK MOUNTED Lasting: slop, -80° RL, Surface: NOT MEASURED
hala diameter: 106 mm Northing bearing: datum:
drilling information material substance
s
A c =x
xd notes o
5 samples, Be material of structure and
gl 2 al toate wie 2 s 3 a5 additional obsorvations
a] & |g18 aopth| & | BF xol type: plasticity of particle characteristics, 5 2
Btaog]@ § RL imeved oo | O colour, socondary and minos components. u
Ss M SAND: line lo mueschuin graincd, pale brown, wih W DB
some sik. (conanued) 4
“TSULTY SAND: {ina 10 course qrained, grey, with VD 7
somo clay. J
SPT ~)
1/600mm 7
N'SR 4
SILTY CLAY: high plasnelty, dark grey, VE 7
YY 3 7
uso GY 4
Ty 4
WY -
12
44 4
us0 4 Y CH | SANDY CLAY; high plasiicity, giey. St RESIDUAL
13
Borshole BN3O terminaled at Tam
14] J
13 4
16
Test Od Suppor Consistency/density incon
As auger Berewng” Mond N nit 1 notes, samples, toots classification symbols and ve very worl
AD suger eriteryg® © caning Ure undigtuibud suinpe SOmm aiamalne | goit aazaription Ss zon
RR rofferariconn Penetration Ue undistuibed sampin Gamm diameter paced on) unified classification r _
w wnshhnre 23 4 D crnturbad sampla st slit
HA ee = mong N slandiant panalralion lost (SPT) ore vst vory sit
HA hand nnger rofusal Nt SPT - aampie tecavered Taaleture H trad
oT diatube ‘water Ne SPY wath nal cane, o ay bb inanin
R blank bit LX 100s vaatnr aval v vané swat (kPu) Momais ML vory hosed
v vb oa faker ssh P piuseprenutur Wowet Le loose
1 TC Bil Ls bulk sampia lati Tl Mo median done,
“bil Shown by suffix Pe watar inflow & sawic@ontiunital sump we tue al D dense
eg. Ant AE wrster cuttin R refused ‘ VD vary Garest