Among the early settlers in Moorabbin Shire were blacksmiths who made tools for the other settlers who were establishing the homes, market gardens, farms, orchards and various businesses. Early settlers were self reliant and repaired their own equipment for kitchen,dairy, farm, horses, carts using various tools . Besides for peening (surface hardening by impact), the ball-peen hammer is useful for many tasks, such as striking punches and chisels - usually performed with the flat face of the hammer. The peening face is useful for rounding off edges of metal pins and fasteners, such as rivets. The ball face of the hammer can also be used to make gaskets for mating surfaces. A suitable gasket material is held over the surface where a corresponding gasket is desired, and the operator will lightly tap around the edges of the mating surface to perforate the gasket materialThis hammer is typical of the type used by early settlers in Moorabbin Shire c1900A hard faced ball & peen hammer, also known as a machinist's hammer,[ is a type of peening hammer used in metalworking. It has two heads, one flat and the other, called the peen, rounded.early settlers, market gardeners, blacksmiths, tools, building equipment, hammers, moorabbin shire, bentleigh, mckinnon, highett, cheltenham,mcewan james pty ltd, melbourne, bunnings pty ltd,

The boot consisted of a complete man's black leather work-boot resting on the ground sub-floor surface (Layers A-B) in front of the fireplace. Although the uppers had folded inwards and hardened, the fabric was in generally good condition. The newspaper consisted of a single folded sheet, comprising the front and rear pages of 'The Age' (January 2nd, 1872), which was crumpled together with a contemporary theatrical flyer. As the items were removed prior to inspection, a direct association between these items cannot be made, though it is possible that the crumpled newspaper had been originally been inside the boot. The boot is significant based on its connection to the construction of the former Royal Mint building and its potential in demonstrating a ritual building practice. Leather boot - Black leather men's ankle-high boot. The leather is dry and desiccated leading to hardening. There is a layer of dirt and mud over all surfaces. Most of the sole has been lost. Nails revealed in this area are corroding, the heal remains and is well attached - there has been a pronounced shrinkage of the leather of the heal. The lace is missing from the boot. buildings, history, architecture, former royal mint, historic building

Leather shoe- Black leather child's or women's low cut shoe. The leather is dry and desiccated with a layer of dirt over the surfaces. Due to this process the leather has hardened. The shoe has been torn in half with only the heel section remaining. Two pieces of the heel have separated from the shoe and are lying loose. historic building, former royal mint

This set of photos is from a leather bound album bearing the inscription "HUME RESERVOIR AUSTRALIA" plus 'The Rt. Hon. L. C. M. S. Amery, P. C., M .P.' all inscribed in gold. It was presented to The Rt. Hon. L. C. M. S. Amery, P. C., M. P, Secretary of State for Dominion Affairs on the occasion of his visit to the Hume Reservoir on 2nd November 1927. This album is of local and national significance as it documents the planning and development of the Hume Reservoir up to 1927. It was the largest water reservoir in the British Empire. The album records the pioneering engineering work that went into its construction.2. Detail Plan and Section. Starting from the New South Wales and there will be an earthen embankment 430 feet 6 inches long which is retained by the North Wing Wall. Then come the sluice section 284 feet 3 inches long, the spillway 720 feet long and the South Wing Wall, making a total length of 1,042 feet 6 inches of concrete wall. Beyond the South Wing Wall is earth embankment again to a length of 3,827 feet. The Full Supply Level is R.L.626.00 and allowance has been made for a surcharge of 9 feet. A road will run along the top of the dam at R.L.642.00. The sluice section contains seven offlets, the three nearest the north wing wall being 13 feet in diameter for hydro-electric purposes and the other four 9 feet in diameter for regulation purposes only. There are to be stony sluice gates on the upstream ends of the outlets and needle valves on the downstream ends. The shock of the discharged water will be taken by a stilling pool. Trash racks will protect the intake ends of the outlets. Next comes the spillway section, which is curved on the downstream face, and carried up to within 15 feet of the full supply level. Above that will be a series of piers between which will be the flood gates and on top of which the roadway will be carried. The gates will be 20 feet wide and 15 feet high and will be 29 in number. They will slide down the face of the wall when opened for the escape of the water. The investigation of the control of this cascade of water was made by means of a model and as a result the form of “bucket” or energy dissipater shown on the section of the spillway was decided upon. The earth embankment in Victoria is being constructed by the State Rivers and Water Supply Commission of Victoria who are the Constructing Authority for that State under the River Murray Waters Agreement. The core of the embankment is of concrete 6 feet wide at the base tapering to 2 feet at the top end and is reinforced with steel rods from the level of the decomposed rock upwards. On the downstream side, at about natural surface level, is a tunnel for drainage and inspection purposes. Above the tunnel is a vertical layer of large stones to drain any seepage to the tunnel. Against the core wall is packed selected material of as impervious a character as can be got locally and beyond that the bank is carefully built up in horizontal layers by means of horses and wheel scoops. The upstream slope is 3-to-1 hardening to 2½-to-1 at the top and the downstream slope is 2½-to-1 hardening to 2.07-to-1 at the top. The thrust of the upstream toe is taken by a mass of granite blocks, and this face is protected by concrete laid in situ. The width of the bank at base is 650 feet and at top 32 feet.hume reservoir australia, river murray waters scheme, hume weir diagrams, hume plan details

This ornate cross sits at the right hand side of View of Trajan's column, Cast Courts, Room 46a, The West Court, Victoria and Albert Museum, London. Cast Courts: "When the Architectural Courts – or Cast Courts as they are now known – opened in 1873, The Builder magazine compared the experience of seeing them to a first glimpse of Mont Blanc, creating one of those 'impressions that can scarcely be effaced'. Since then, these two enormous rooms and the reproductions they contain have continued to impress and inspire visitors to the Museum. For centuries, antiquarian interest in world architecture and sculpture led to reproductions – or copies – being made of outstanding national monuments and notable sculptures. When the Museum was founded, it collected and displayed reproductions of great art and architecture from across the world in order to offer objects for study and tell a complete story of the history of art and design. Casts are made by placing several plaster moulds upon the surface of the original structure. Once hardened and removed, the moulds are then enclosed in an outer casing, the interior coated with a separating agent and the wet plaster poured in. When set, the pieces are then assembled and the joints and surfaces finished off, to make a complete reproduction of the original work. The finished product – as well as being a formidable technical achievement in its own right – enables admirers to study faithful reproductions of important monuments and works of art." Ref: https://www.vam.ac.uk/articles/history-of-the-cast-courtslondon, victoria and albert museum, cast courts