Attachment 7B - Site Based Stormwater Manamgment Plan by ADG

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Borehole No. BH3O
i 7 Sheet 1 of 2
Engineering Log - Borehole Project No: GEOTKPARO117BAA
Client: HUTCHINSON BUILDERS Date staned: 2.62007
Principat: Date completed: 2.6,2007
Project: NOOSA SANCTUARY Logged by: MM
Borahole Location: REFER PLAN Checked by:
drill model and mounting, —- GCH 200 TRUCK MOUNTED Easing. slope: 50" RL. Surface: = NOT MEASURTO
hole dianweter, 100 mm Northing bearing: datum:
drilling information matorial substance
é Holos 2 5 materiat ¢ $|3 é = structure and
2 Zee n
3| 2 § owe alge es) es | eR additional observations
5 . 243 Ze | #2
a, ® |e8 apt] & | LE] soi ypa: plusticty or particle cheractevistics, 281s 2] kPa
E}ioa]>| 2 RL |metre iv | OF colour, secondary and minor components. E 83 / apes
5 v OM | SILTYCLAVEY SAND; Ime le miechorn pramed, os TORSOIE
< 4 arganics. 4
4 CH | SANDY CLAY: medium io high plasticity. groy [st FILL 4
brown.
1
SM [SILTY SAND: ~ fine to medium grained, dark brown, MD ALLUVIAL
| -
sopale brown, 7
S] SPT
2.3.4 7
SPT 4
47.6 4
N=t3
SPT |
46,9 4
N=15
SP SAND: fine to madum grained, palo Drown, will) D .
some sill. 4
SPT +
70,12 4
N=20
TORO SUPPOrE Tonsiatonay/donsity Inaox
AB Guaer screwingt Mo mid N tit F notes, samples, tosts facrifteation eymbots and VE very soft
AD sugar Finling® © casing Ua undisturbed zampia Stimm miameler 20ll description & zal
RR roltacincone parotration Ue undisturhad same 63nner Gumostor 4.01 uit) Chessifcstion st vn
werehbure ZEA sist ° ashurmed eampha Jen 3 me
CT eubie taal Eel enka N Aondatd purwirsban tast (SET) “ VSI vury shit
HA hand auger rotusal ra SPT - rampla tocsvoroa molature 4 nero
or Sigtubse water Ne SPT wh solid vane nay Pb Hable
B blank nit YY, 1071/08 water level v nite slieur (kPa) Mania VL vnty fouse
v vit + on data snewn # Drossurenuter Woot L loose
T TC bit Ba bulk sample We — plnsiig limit MD mactium daaga
"nit shown) by suffix Pe water intiow c Anylronnwots! sumpls WAL lued int D fing
20. AQT —< watar anitticw K Pefumst * i) very dense