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RB 63/00080 Report on pumping test results bore no. 6, Millicent, Hd Mount Muirhead - EWS Department.
There is no abstract created for this record-
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Published: 01 Jan 1966
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RB 74/00101 Pump test of the Mount Gambier aerodrome bore no. 2, secn 593 Hd Young.
In July, 1973 a new water supply bore was drilled at the Mount Gambier Airport to replace an unsatisfactory existing bore. The existing bore drew its supply from a confined sand aquifer in the Knight Group sediments, but it was decided to attempt a...-
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Published: 01 Jan 1974
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RB 74/00132 Lucindale town water supply test hole no. 1 completion report.
Lucindale Test Hole No. 1 was drilled to test the yield and salinity of the Knight Group pressure aquifer. A supply of 18 litres/sec with a salinity of 1129 mg/1 was obtained. A transmissivity of 42 metre3/day/metre was calculated for a bore...-
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Published: 01 Jan 1974
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RB 75/00040 Mount Schank basalt quarry.
The basalt quarry on the western flanks of Mt Schank was mapped in detail to determine the reserves and suitability of the rock for the construction of a breakwater at Port MacDonnel. Brief logs of fifteen drill holes were provided by the operator....-
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Published: 01 Jan 1978
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RB 74/00013 Beachport town water supply flow and pump testing of bore no. 2, completion report and recommendations, Hd Rivoli Bay, bore no. 610999002.
The development and testing of the Beachport Town Water Supply Bore No. 2, was badly handicapped by incorrect screen selection, an apparently insensitive pressure gauge, and incomplete development of the bore prior to testing. The transmissivity of...-
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Published: 01 Jan 1974
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RB 74/00068 Robe town water supply bore nos 2, 2A and 3 aquifer tests - EWS Department.
Three bores were drilled at Robe to develop an additional town water supply and to investigate salinity and the extent of hydrogen sulphide contaimination. An aquifer test of 12 hours duration gave a value of transmissivity of 2,424 metres 3/day/metre...-
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Published: 01 Jan 1977
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RB 74/00081 Production tests of the Upper Knight Group aquifer at Mount Gambier.
Analyses of two pumping tests conducted on the Knight Formation water supply bore on the property of Wattie Pict Ltd. at Mount Gambier suggest transmissivities of 1,600 metres/day/metre and 180 metres3/day/metre respectively for the early and late...-
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Published: 01 Jan 1977
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RB 74/00155 Tarpeena town water supply bores 1 and 2 completion report and recommendations.
Tarpeena township has been provided with a reticulated water supply from the upper Knight Group aquifer. Two bores 15 m apart have been constructed and fully equipped, one of them for standby purposes. The safe yield of the supply bore is 20...-
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Published: 01 Jan 1977
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RB 75/00108 Beachport town water supply, flow testing of bore no. 3 completion report and recommendations.
The Beachport Town Water Supply No. 3 was flow-tested using a series of orifice plates. The testing programme consisted of a main test and five stages in a flow recession test. The orifice plates were used not to measure flow rate, but to ensure a...-
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Published: 01 Jan 1978
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RB 75/00116 Summary of the hydrogeology of the Mount Gambier area, southeastern South Australia.
The Mount Gambier area of south-eastern South Australia is totally dependent upon groundwater for its water supplies. Water of low salinity is extracted from an unconfined aquifer (the Gambier Limestone) and, to a much lesser extent, confined aquifers...-
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Published: 01 Jan 1975
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RB 75/00120 Millicent town water supply bore no. 7. Completion report no. 1.
A 203 mm diameter bore was drilled to a depth of 179 m in Section 565, Hundred of Mount Muirhead to augment the Millicent town water supply. The average pumping rate during the main 72 hour test was 46.3 litres/sec. with a maximum drawdown of 16.60 m....-
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Published: 01 Jan 1975
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RB 76/00002 Completion report and aquifer test, Mundulla town water supply bore no. 1, section 722, Hundred of Wirrega.
An exploratory town water supply bore and an observation bore were sunk on Section 722 Hundred of Wirrega for the township of Mundulla. A 72 hour aquifer test gave a value for Transmissivity (T) of 800 m3/day/m and a Storage Coefficient of 0.08 for...-
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Published: 01 Jan 1976
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RB 76/00038 Completion report and well test, Kingston town water supply bore no. 10, secn 504 Hundred of Lacepede - EWS Department.
A new well, Kingston No. 10, was drilled on section 504, hundred of Lacepede to augment Kingston's water supply. A flow of water (5 1/sec) was obtained after intersecting Kongorong Sand at 86m. Subsequent well testing showed it to have a safe yield of...-
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Published: 22 Mar 1976
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RB 76/00041 Carpenter Rocks town water supply. Bores 1, 1A and 2. Completion report.
To establish a potable water supply for Carpenter Rocks, two production bores were drilled in section 500, hundred of Kongorong. The first was drilled 350m inland from the coast and was later abandoned due to high salinity, presence of hydrogen...-
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Published: 24 Mar 1976
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RB 76/00071 Aquifer test, Apcel Pty Ltd, Snuggery, bores 11 and 12.
Results of an aquifer test carried out at APCEL Pty. Ltd. in mid January, 1976 and a review of previous drilling and hydrogeological investigations in the Millicent - Snuggery area have shown the Gambier Limestone to consist of an upper phreatic...-
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Published: 01 Jan 1976
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Burnda. Progress and technical reports to licence expiry/full surrender for the period 3/7/1989 to 2/7/1990.
Reverse air circulation rotary drilling of four outcrops of potentially glass-grade raw material dolomite rock (42 holes for a total penetration of 924 m), carried out 14 km north-west of Mount Gambier in April 1989 on a 50 m grid within pine...-
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Published: 31 Jul 1990
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RB 2000/00042 Water resource assessment, Naracoorte Ranges Prescribed Wells Area.
The Naracoorte Ranges Prescribed Wells Area (PWA) is 300 km SE of Adelaide, and covers about 2400 square km. The PWA consists of a low-lying interdunal flat in the SW, and an elevated highlands area in the NE, separated by the Kanawinka Fault. The...-
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Published: 01 Nov 2000
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RB 2000/00049 Water resource assessment, Lacepede-Kongorong Prescribed Wells Area (for the South-East Catchment Water Management Board).
The Lacepede-Kongorong Prescribed Wells Area (PWA) is the largest in the South-East, extending from the Coorong to Port MacDonnell, and from the coast to the boundaries of the adjoining Padthaway, Naracoorte Ranges and Comaum-Caroline PWAs. It covers...-
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Published: 01 Dec 2000
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RB 2000/00043 Water resource assessment, Comaum Caroline Prescribed Wells Area (For the South East Catchment Water Management Board).
The Comaum-Caroline Prescribed Wells Area (PWA) is 400 km SE of Adelaide, and covers about 1900 square km. It consists of a coastal plain which rises to almost 70 m above sea level in the north of the area. In the far NE the Kanawinka Fault separates...-
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Published: 01 Nov 2000
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Compton. Annual and final reports to licence expiry/full surrender for the period 2/12/2004 to 1/12/2006.
An area of outcropping Oligocene Gambier Limestone located 8 km west of Mount Gambier was investigated for its potential to supply high purity dolomite as a raw material used in glass manufacture. Licensee Unimin Australia is seeking to replace...-
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