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Attachment C - Soil Survey Report · MCU18/0013
Attached to the e-mail Response to info request part 1- MCU18/0013.
Project No. 1-20119
March, 2018
Ref: 1-20119, 2018-03-02, BR VER 2
Sam Hopper – Slope Stability Assessment and Geotechnical Report - Proposed Residence, 24 Arakon Crescent, Sunshine Beach
SOIL PERMEABILTY TEST RESULTS
Test Location: PO5
GPS Coordinates: E: 511300 N: 7079964
FILL Silty SAND (SM) Very loose to loose, fine to coarse
Soil Description at Test Location: grained, dark brown mottled light grey, trace of fine to coarse
sized gravel, moist.
Depth of Auger Hole (D): 50cm
Depth of Water in Auger Hole (H): 35cm
Average Radius of Auger Hole (r): 5cm
PERMEAMETER AND TIME READINGS
Time (minutes) Level in Tube (mm) Drop in Level (mm)
0 seconds 840 0
30 seconds 815 25
60 seconds 785 30
90 seconds 765 20
2 min 740 25
2min 30 seconds 715 25
3 min 690 25
3min 30 seconds 670 20
4 min 650 20
4min 30 seconds 625 25
5 min 605 20
5min 30 seconds 580 25
6 min 560 20
6min 30 seconds 540 20
7 min 520 20
7min 30 seconds 500 20
8 min 485 25
8min 30 seconds 460 25
9 min 440 20
9min 30 seconds 420 20
10 min 405 15
11 min 365 40
12 min 330 35
13 min 290 40
14 min 255 35
15 min 220 35
Q= 116.87 (cm3/min)
Ksat = 0.598 (m/day)
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