-
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...-
Document
Published: 01 Jan 1977
-
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...-
Document
Published: 01 Jan 1977
-
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...-
Document
Published: 01 Oct 1984
-
RB 77/00087 South-East water resources, Mundulla town water supply. Progress report no. 2.
A recent scout well drilled into the confined Dilwyn Formation (formerly Knight Group) at Mundulla intersected only low permeability sediments unsuitable for development. However, this does not rule out the possibility that a suitable aquifer will be...-
Document
Published: 01 Jan 1977
-
RB 78/00083A Extractive industry towards a planning philosophy.
New production water well has suitable water supply for all purposes. Nitrate levels are not serious (10 - 22 mg/L).-
Document
Published: 01 Jan 1978
-
RB 77/00023 Groundwater resources for South-East town water supplies review no. 1 - Kingston.
Recent drilling information, aquifer testing, a review of data on existing town water supply wells and a survey of wells intersecting the confined Kongorong Sand aquifer in the vicinity of Kingston have been used to assess the state of Kingston's...-
Document
Published: 01 Jan 1977
-
RB 96/00044 Padthaway Proclaimed Wells Area groundwater status report.
The Padthaway Formation and Bridgewater Formation aquifers provide a high quality groundwater resource in the Padthaway Proclaimed Wells Area (PWA). The resource supports an irrigated agriculture and horticulture industry. Irrigation is concentrated...-
Document
Published: 01 Apr 1997
-
Zema 1. Test reports.
Contains a report by the wireline logging contractor Schlumberger on the checkshot survey of the well used to calibrate the sonic log and generate synthetic seismograms, a separate pre-interpretation report by Schlumberger on MSD (mean square dip)...-
Document
Published: 31 Mar 1992
-
RB 66/00065 Groundwater supplies for Bordertown, progress report no. 1, Hd Wirrega - EWS Department.
On 17th January, 1968, the E. & W.S. Department requested an investigation to ascertain the best location for additional bores to augment supplies to consumers in Bordertown, The supply is obtained at present from three boreholes fitted with pumps...-
Document
Published: 01 Jan 1970
-
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...-
Document
Published: 19 Apr 1972
-
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...-
Document
Published: 03 Oct 1973
-
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...-
Document
Published: 01 Jan 1977
-
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...-
Document
Published: 01 Jan 1974
-
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...-
Document
Published: 01 Jan 1974
-
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...-
Document
Published: 01 Jan 1974
-
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...-
Document
Published: 01 Jan 1974
-
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...-
Document
Published: 01 Jan 1977
-
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...-
Document
Published: 01 Jan 1978
-
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....-
Document
Published: 01 Jan 1975
-
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...-
Document
Published: 01 Jan 1976
