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The line drawing shown here is a vertical cross-section on the diameter of the tank and its supporting shaft (both are vertical cylinders). There is little to relate about the history of this project in a general sense, although the documents are important as early examples of computation and drawing in reinforced concrete by Monash. Photograph of High Pressure Water Tower at Wandsbeck, Germany, embodying Monier Construction. Cylindrical tank approximately 20 ft (6.1m) in diameter and 21 feet deep, with domed floor. On 17 June 1903 David Mitchell dropped in to the M&A office and left a message asking for a sketch of a 10,000 gallon tank about 8 feet high. The man who supplied the first two samples of sand is called Glasheen, enquire for his whereabouts.
Look around to see what the best arrangements are that can be made for the temporary storage of about 20 casks of cement. Look around to see what timber is available to serve as uprights for frames, staging or other purposes. Make a complete list of all tools and appliances you will require for carrying out the work, and ascertain before leaving the Estate which of these articles you can borrow from the owners. There is a snapshot of this tank, taken shortly after completion and showing a large amount of efflorescence, in [UMA] University of Melbourne Archives, Reinforced Concrete and Monier Pipe Construction Co. On 21 June 1905 Monash jotted down basic facts concerning a service reservoir to be built on the river flats, half a mile from Gisborne Town and 1.5 miles from the railway station. Kirmsse withheld part of the payment until at least December 1906, when arrangements were made for Monash's representative (probably Lynch) to meet him at the site to discuss a solution. MacKenzie contacted RCMPC in October 1907 to ask for an initial quote for silos 30 feet high and 20 feet in diameter with no floor or roof. During negotiations, the size of the silos had increased slightly, and floors and roof had been added.
Almost immediately, a dispute developed over the measurement of the materials for making concrete, with MacKenzie claiming that RCMPC was using less cement than required by the specification.
In mid-May MacKenzie wrote to say that the first silo had been half-filled and was leaking and sweating badly.
It took several more letters from MacKenzie before Monash finally sent his Works Manager to examine the tank. In mid-August MacKenzie refused a claim for final payment, stating there were still small holes in the walls.
The record ends with Gibson and Monash arguing energetically that the fault lay in MacKenzie's refusal to have the first silo rendered or lime-washed on the inside as advised, but reluctantly agreeing to perform this work free of charge provided it was not interpreted as an admission of liability, while MacKenzie continued to insist that this should have been included in the initial design. There is no photograph of the Sparrovale silos in the RCMPC Collection at the University of Melbourne Archives, but in July 2012 Susie Zada advised that she had found one in an article written by Dairy Supervisor J S McFadzean for the Journal of Agriculture. In the photograph, the silo nearest the camera appears to be elliptical in plan, but this can be explained by lens distortion. The initiative for this project came from Wormald Bros & Wears who were supplying the fire protection system for the Victorian Railways carriage sheds in North Melbourne.
Department engineers were to prepare the foundations for the stand, but the ground proved insufficiently strong for the individual footings which had been proposed. This experience may have played a part in convincing Monash and his assistants that a plain cylindrical shaft was a less expensive means of supporting an elevated tank than a complex of columns joined by horizontal beams and (in some cases) diagonals.
This tank was a minor item in a large reinforced concrete factory designed and built by RCMPC for BATC. In April 1914 Broadhurst called at the RCMPC office and asked for a tank of 150,000 gallons capacity with the water between the 17-foot and 80-foot levels.
The Age: national, world, business, entertainment, sport and technology news from Melbourne's leading newspaper. Holly spent her summer as an intern in the Equality Branch of the Department of Premier and Cabinet in the Victorian Government.
Like so many law students, I didn’t get any clerkships, and I was desperate to have a ‘productive’ summer because I'm finishing my degree this semester.
In the third installment for the CLC application series, Neeharika Maddula speaks to Ria Shah, an organiser and chief volunteer wrangler at the Toongabbie Legal Centre in Sydney, about her wealth of experience working for a community legal centre. In the second installment for the CLC application series, Stephanie Fiteni tells you exactly how to show that you've got the x-factor in your CLC audition interview. Survive Law's resident CLC nerd, Carissa Gay, dishes the secrets to making your CLC application stand out from the crowd in a special two-part series on CLC applications. For those who haven’t really heard of community legal centres (CLCs), they are independent not-for-profit organisations that provide legal services to the community, with a strong focus on addressing disadvantage and particular vulnerabilities. Getting back into the headspace to study again after the summer break can be a strenuous and tedious activity. The design was prepared during a period of great activity in which the Bendigo arch bridges were still being completed, the first pours were made on the Coliban Spillway Bridge, Monash was lobbying against stiff opposition for a Monier arch bridge at Grant St, Ballarat and preparing a tender for the Barham-Koondrook bridge. This, and the papers numbered 3 to 5 above, please return when the matter has been disposed of. It may be that the cost was higher than for alternative forms of construction, and the profession in Victoria was still not convinced that the durability claimed for concrete would compensate for this. Monash made the preliminary calculations the same day, but took a few more days to estimate his costs and decide on an appropriate margin for contingencies and profit.

Some problems were encountered with leakage and the MacMillans withheld final payments until this decreased to an acceptable level in July 1904. Time must have been short, for he sent an initial proposal to Kirmsse on 23rd, then prepared calculations on 25th, investigating the optimum ratio of depth to diameter to minimise cost for a given capacity. The photos above are screened images copied from a clipping from Table Talk, mid 1910, courtesy of Harriet Edquist. The four columns were joined by horizontal beams at the base of the stand and at two intermediate levels.
However, local historian Susie Zada advises that after much research she has come to the conclusion that Sparrovale is the original form. Monash had tried to include in the specification a wash of cement grout on the inside of the walls to lessen their permeability, but MacKenzie had insisted this question be deferred until construction was complete. Monash asked whether the cement wash was required on the interior and was apparently told it would not. Monash replied that he was taken completely by surprise to learn that the silos were expected to resist water pressure rather than dry silage. Lynch reported to Gibson that where leaks occurred, the concrete was soft and a layer of about six millimetres could be rubbed off easily with a finger. MacKenzie did not ask for interior rendering even though Kenyon advised this, or at least a wash of lime.
Authorities on ensilage had assured Monash that watertightness was not sought for and was of no benefit.
Roof: corrugated iron sheeting supported by iron trusses covering the intervening space as well as the silos. The relevant volume may be viewed on Internet Archive and the photograph appears on page 501. More intriguing are the vertical and horizontal lines on the outside of the shell, spaced at perhaps one or two metres apart.
University of Melbourne Archives [UMA], Reinforced Concrete & Monier Pipe Construction Co. In March 1908 Monash prepared a rough estimate and a drawing; but did not finalise design of the superstructure until June.
In January 1911, Jenkinson, then engineer in charge of the SARC office, was debating whether to tender for construction of a similar, though larger, tank at Mile End, South Australia. The records contain little information on administrative aspects of the design and construction of the tank - in fact no solid proof has been sighted that the tank was actually built. Supported on four columns forming a three-storey stand with cross-bracing in the upper two storeys. Following consideration by Laing, Monash wrote to Broadhurst that if he was referring to an elevated tank with 60,000 gallons between the 50-foot and 70-foot levels, the price would be about £1500.
Laing prepared computations on this basis in August, but the drawing which followed shows no trace of a floor and the water gauge runs the entire height of 80 feet.
My brother had worked for the Commissioner previously in a different organization, so I used this connection to make contact. In addition to providing free or subsidised legal services to the community, CLCs are also involved in community education and development, as well as law reform and research. Anderson had learned of his appointment in Dunedin and on 14th had left for a preliminary visit.
They enquired about the cost of further tanks for other windmills, but there is no evidence in the UMA or NLA records of any further contracts. Kirmsse replied on 26th that he would recommend Monash's design to the Trust if he received a specification and drawings by 1 July - sooner if possible. The first water was put in the tank early in December, and problems with leakage showed up immediately. There are two good quality photographs of this tank in [UMA] University of Melbourne Archives, Reinforced Concrete and Monier Pipe Construction Co. The drawing supplied to Monash by the Geelong Harbor Trust, setting out its requirements for the silos, carries the spelling Sparrovale, as does the engineering drawing prepared in Monash's office (both in the J Thomas Collection). He warned against allowing the height of water to exceed ten feet and asserted that the leakage would gradually solve itself.
He asked Gibson, an industrial chemist, whether it was the gas generated by the silage which affected the concrete, or the liquid, which contained a large percentage of sugar. He told Lynch he had simplified the proposed architectural mouldings as he wanted no more ornamentation than specified by the Railways Department. Monash had Fairway investigate the possibility of using a raft foundation, but this proposal was not carried through. He pointed out the design was in accordance with the Imperial German Regulations as adopted by the RIBA and the City of Melbourne. However the records hold some technical interest and show Monash starting to rely on his assistants in technical matters. If he meant a standpipe holding 60,000 gallons between surface level and 70 ft then it would be about £750. But this is 2016! We have the vote, all the legal frameworks in place to make sure this doesn't happen, we're fine right? Knowing background information about Community Legal Centres (CLC), how they operate and typical CLC clients can assist you during the interview as questions are often drawn from these areas and your knowledge about them.

Following the design of more elaborate foundations (for a clay soil) the price was raised to £100 and the MacMillans gave the go-ahead.
The documents were sent on 29th June and on 6 July Kirmsse privately informed Monash that his quotation of £190 had been accepted by the Trust. Susie also found an early photograph of the silos that raised interesting questions: see the Addendum at the end of this story.
He believed final settlement after a maintenance period of three months, together with a written guarantee for a further nine months should suffice. Monash argued strongly that the proportions in the wet concrete were those required by the specification.
It appears that the Department produced a drawing showing reductions in the size of the concrete members of the stand.
The work is to be done with money advanced by the Government and I received a friendly tip from one of the State River Staff yesterday that they desire to be furnished with plans and specifications of the Trust's proposals as soon as possible in order that they may prepare the financial proposals to put before Parliament. This prompted a call from Thomas Murray of the SRWSC asking the price of a standpipe 72 feet high to contain 150,000 gallons. Murray rang to say he now wanted the height cut to 72 feet, and yet another quote was given of £1520. This research team has located no evidence of his requesting or receiving advice on this particular project from Gummow or Baltzer, though they had provided drawings, photographs and perhaps computations for their Kiama tank. They advised that Monash's foreman Charley Savage could board at Lang Lang, about 7 km from the site, and promised to lend a horse and trap or bicycles. Early in August he wired Monash, who was on good terms with the senior officers of the WSD, to make further efforts to expedite approval.
Monash explained that the leakage should solve itself, but at the end of January 1906 Kirmsse complained it was as bad as ever. The beams supporting the tank were integral with the tank floor, creating a T-girder effect. He noted that this made RCMPC responsible for the whole of the silos for this period, not just for a percentage and emphasised that he had no desire to escape responsibility, but simply wanted normal financial arrangements. This action is not only unavoidable, but is beneficial to the concrete, as it will hasten the chemical action which, in a little while, will make the concrete impervious to further moisture. A week later, in September, the Murtoa Trust decided to go ahead with the former quotation.
On 19th Monash asked Gibson to prepare tests on the development of tension strength in concrete. In September, a circumferential ground-beam was added and the floor was reinforced and made thinner, but with a thickened portion at its centre.
The Department insisted on calling fresh tenders early in September; but did not eliminate unreinforced concrete as a possible construction material.
This must have been approved because Harvey then made a detailed design, detailing the reinforcement. The Trust, through MacKenzie, seems to have accepted this arrangement; but after further delay Monash was obliged to write to the Chairman of the Trust, G.
The same phenomena have been evidenced times out of number in water tanks, pipe lines, syphons etc.
The lines on the photograph were possibly grooves left after the strongbacks and forms were removed, which were then filled with mortar. The other had a similar 60 ft cylinder, plus a floor at the 15-foot level which received additional support from an internal circular wall and a central column. Back came Murray with the statement that he had to pay for the water mains in the town, so what would be the cost of a tank of the same height containing only 100,000 gallons. By this time all correspondence was being signed on Monash's behalf by Fairway or Laing. It was only when events had reached this stage that Monash made a reconnaissance of the locality.
Late in February Kirmsse accepted that much of the leakage was occurring where the outlet pipe passed through the wall, but by August he was demanding that the inside of the tank be rendered to make it less pervious.
A month later Wears requested an increase in the height of the stand and a new price of £123 was agreed. To support the tank, four major beams connected the tops of the outer columns, while two minor beams bisected the square in both directions, cantilevering beyond the major beams. When word was received of final acceptance (at a higher price than the original quotation) he sent his Works Manager, Alex Lynch, to take a closer look and confirm preliminary arrangements for supply, cartage and storage of materials. To achieve a good bond, the old concrete should be wire-brushed and coated with neat cement grout before the new concrete is cast against it. The tank wall was thus supported at eight points: the corners of the square and the ends of the minor beams. Few records of construction are preserved in the file, but there is a requisition for materials in April, and in June a summary of costs for concrete and rendering. For architectural effect, the aggregate was exposed in a band about one metre deep (see half elevation above).

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