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RB 77/00080 Kalangadoo town water supply. Well completion report, Kalangadoo TWS no. 1 (MA 94).
Kalangdoo Town Water Supply (T.W.S.) No. 1 well was drilled cable tool during February - May, 1977, and subsequently production tested. The unconfined Gambier Limestone aquifer was encountered between 5.5 and 86m, and was later cemented off down to...-
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Published: 01 Jan 1977
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RB 76/00139 Groundwater pollution potential of the Mount Gambier City Council rubbish dump, Hd Blanche, secn 249.
Pollution potential of the dump has been assessed from existing geological data and knowledge of the local groundwater table. Samples of groundwater have been analysed and calculations made of potential leachate volume and sub-surface flow rates....-
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Published: 01 Jan 1976
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RB 77/00050 Groundwater resources available for South-East town water supplies, review no. 3, Naracoorte.
Naracoorte town water supply can be increased by drilling additional production wells to the confined Knight Group sand aquifer which occurs at a depth of about 150 m below the town. D-rawdown interference from nearby production wells is expected to...-
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Published: 01 Jan 1977
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RB 84/00084 Kongorong groundwater pollution investigation.
An SA government investigation has been undertaken to determine the extent of groundwater pollution resulting from the waste disposal practices used at the now abandoned Kongorong cheese factory. During the period 1924 to 1971, liquid effluent from...-
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Published: 01 Oct 1984
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RB 77/00001 Test drilling at Mount Gambier sewage outfall, Cape Northumberland.
A shallow test hole was drilled near Cape Northumberland to check the feasibility of tunnelling through the Gambier Limestone beneath the sea bed. The drilling showed widespread flint throughout the limestone, and comparison with nearby outcrop...-
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Published: 01 Jan 1977
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RB 79/00034 Hydrogeological investigations, Apcel Pty Ltd, Snuggery. Report no. 3.
Drilling and testing of a new groundwater production well APCEL 14 at Snuggery has indicated a production rate of about 8000 cubic m/day (80,000 gallons per hour), which should have only minimal effects on groundwater levels in both the upper...-
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Published: 01 Jan 1979
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RB 79/00076 Naracoorte town water supply, completion report for well no. 10 - EWS Department.
A new town water supply well, Naracoorte no. 10, encountered permeable confined aquifer sands at 160 m depth. Subsequent testing showed the well to have a yield of from 6000 to 7000 cubic m/day at a recommended pump intake depth of 85 m, with less...-
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Published: 01 Jan 1979
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Data release [made at SA Director of Mines' discretion] : Mount Gambier. Final geological report on drilling.
There is no abstract created for this record-
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Published: 09 Aug 1999
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RI 048 The Hydrogeology of the Mount Gambier Area
There is no abstract created for this record-
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RB 69/00063 South-East water resources hydrogeological progress report no. 4. Test area 1. Results of geological and geophysical investigations July 1969.
Investigations have been carried out in the first test area of the South East Water Resources Investigation. Drilling by Rotary and Cable Tool methods up to 555 feet deep has shown a near horizontal sequence of bedded limestones. The cable tool method...-
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Published: 01 Jan 1969
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RB 69/00063 South-East water resources hydrogeological progress report no. 4. Test area 1. Results of geological and geophysical investigations July 1969.
Investigations have been carried out in the first test area of the South East Water Resources Investigation. Drilling by Rotary and Cable Tool methods up to 555 feet deep has shown a near horizontal sequence of bedded limestones. The cable tool method...-
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Published: 01 Jan 1969
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RB 66/00022 Groundwater supplies at Keith and its surroundings, progress report no. 5, Hd Stirling - EWS Department.
There is no abstract created for this record-
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Published: 01 Jan 1968
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RB 71/00153 South-East water resources investigation test area 1. Progress report no. 5 to April 1971. Counties Grey and Robe.
In 1969, a program of hydrogeological investigation was carried out in Test Area 1 as part of the South East Water Resources Investigation. The results were described in a report by Harris (1969). Since that time there has been:- (a) a monitoring...-
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Published: 24 Sep 1971
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RB 72/00064 Completion report and pump test, Tarpeena town water supply bore no. 1, town lot 127 Hd Mingbool - EWS Department.
Following discussion between this Department's Resident Geologist at Naracoorte and the E. & W.S. Department's Regional Engineer, Southern, a request was received from the latter Department in a letter dated 12th July, 1971, to sink and pump test...-
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Published: 19 Apr 1972
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RB 73/00166 South-East water resources, Hd Mayurra, adj. secn 552. Pumping tests results on water bore MI-1 at Snuggery, report no. 1.
This report covers the first two stages of a proposed 3-stage pump test on Bore MI-1. Calculations using the Jacob and Theis methods have been used. Good agreement between the various drawdown curves indicates that the values used are reliable for the...-
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Published: 03 Oct 1973
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RB 73/00022 Completion and pump test report APD supply bore no. 2, secn 364 Hd Blanche - Australian Processors and Distributors Pty Ltd.
When positive signs of pollution were encountered in water being obtained from the Gambier Limestone in supply bore No. 1 at Australian Processors and Distributors Pty. Ltd. factory, it was decided to investigate the possibility of obtaining an...-
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Published: 01 Jan 1977
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RB 74/00069 Completion and aquifer test report at bore PAR 37, Naracoorte Range, Padthaway.
Recent investigations into the hydrogeology and water balance of the Padthaway irrigation basin have suggested that the current level of consumption of groundwater for irrigation purposes is very close to the safe yield and that any appreciable...-
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Published: 01 Jan 1974
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RB 75/00082 Hydrogeology of the Mount Gambier area.
There is no abstract created for this record-
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Published: 01 Jan 1977
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RB 75/00098 South-East water resources aquifer tests of the Knight Formation in the Hundred of Mingbool.
Analyses of pumping tests performed on a semi-confined aquifer of the Knight Group in the Hundred of Mingbool indicate that the coefficient of permeability of the confining bed is approximately 0.015 metres3 day-1 metre-2. Values of transmissivity and...-
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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
