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Geotech Report - Acid Sulfate Soil Assessment - Appendix A
Attached to the e-mail Operation Works Application - OPW19/0266 - 215 David Low Way, Peregian Beach - (EMAIL 2/3) - Site Based Stormwater Management Plan, Acid Sulphate Soil & Groundwater Management Plan.
BORE REPORT Client: Scanlan Properties Pty Ltd Project: Residential Development Location: 215-219 David Low Way, Peregian Beach Project No: 07160 BORE 5 Page No: 1 of 1 Date: 8 June 2007 Ground Surface Level: RL 7.5m* iS a) 2 2 E Description > = a Z £ = 8 2 2 2 g = s 3 2 = 3 5 | 5 & 3 a z a wn o - 75 0 , SILTY SAND (SM) os - dark grey-brown, fine grained D | 0.25 D SAND (SP) - light grey-brown, fine grained 7.0-] 05 7 D J 0.75 D 14 1.0 D ] 1.25 dl D 6.05 1.5 ‘<medumtocoarsegrined = = = SSt=<“i=C=~s™SS™SSSTTSC‘(d' D 4 4.75 D 24 2.0 D | 2.25 4 D 5.0 25 4 End of Bore at 2.5 m 344 D Disturbed Sample E Environmental Sample c NMLC Coring B_ Bulk Sample S$ Standard Penetrometer Test (SPT) 1s(50) Point Load Test Result (MPa) U_—_Undisturbed Tube (50mm diameter) HB SPT Hammer Bouncing (d) Diametral Point Load Strength Test pp Pocket Penetrometer Test (kPa) (.) No Sample Recovery (a) Axial Point Load Strength Test Rig: Hydrapower Trekker Drilling Method: Auger Groundwater: Free groundwater encountered at 1.6m depth Remarks: * Approximate ground surface level interpolated from PMM Group's Drawing No. 7328-03, dated 18 April 2007
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