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06/1354 - Response to Information Request [As Published] · 132006.1354
Prvcxone Al B OWLER Address: . Telephone: Facsimile: 32 Hi-Tech Drive (07) 5450 1544 (07) 5450 1533 GEOTECHNICAL Kunda Park Qld 4556 GC) Pty Ltd Email: [email protected] Geotechnical Engineering Consultants Website: www.bowlergeotechnical.com.au Soils Laboratory Services ‘Also at: incor inQid ACN LS 423.233 Gold Coast, Geebung, Browns Plains, Gladstone, Rockhampton, Mackay, Townsville, Caims, _— Mt Isa. Office in Vietnam and Representative Office in Papua New Guinea. 16 June 2006 Ref: 3436-2006 P&S Pty Ltd 6 Castle Street TUGUN QLD 4224 ATTENTION: MR COLIN PYWELL Dear Colin, ‘RE: PERMEABILITY TESTS AND SOAKED CBR TEST 1 (LOT 21) LAGUNA STREET, BOREEN POINT As requested two permeability tests and one soaked CBR test have been carried out at the captioned project. The soaked CBR test was taken at CH35, 1m south of the existing road pavement, at a depth of 0.2m to 0.8m below existing surface level and the result was CBR17%. | - The two permeability tests were carried out using a test hole 100mm in diameter and 450mm deep, according to the method set out in appendix 4.1F of AS1547-2000 ‘On site domestic-wastewater management’ (Constant Head Method). The permeability tests at the locations shown on the attached site plan, were as follows: Location 1 - Ksar = 3.79m/day; Location 2 - Ksar = 3.41m/day | trust this meets with your requirements. Please do not hesitate to contact the undersigned with any queries. ° , , ~ ‘ _ Yours faithfully, BOWLER GEOTECHNICAL LE MATT COURTNEY DIRECTOR > NATA < 4
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