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.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 29. View from Top of Tail Tower Pillar - Concrete Dam. This was taken from the top of the Tower described in the preceding photograph looking towards New South Wales. (WHS 00722) First is the part of the spillway being built inside the Coffer Dam, then over the Coffer Dam the submerged portion of the Spillway and outlet sections for the river diversion, beyond that the situation for the hydro-electric turbo passages bounded by the North Wing Wall. The gap may be seen in wing wall for the passage of the belt conveyor and half of the concrete mixer house behind. This gives a general view of the New South Wales Township. The Quarry is on the side of the hill showing up beyond the Township. New South Wales, August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

Black and white photograph of concrete dam on Smith property Karingal Drive Eltham 1961karingal drive, st helena road, d.b smith, eltham west drain, karingal creek, st helena creek, dams, george w bell collection

Stripping of the foundations commenced in 1948 and the first concrete in the dam was poured in May, 1949. With the suspension for the winter months of work on the High Plains, it was possible to increase the number of men, and work then proceeded at a steady pace for the remainder of the year. Some interruption was caused by a flood in September, which over topped the rockfill coffer dam. By the end of 1950 17,000 yards of material had been excavated from the foundations and 4,000 cubic yard of concrete placed. Work at Clover Dam was completed in 1953, but two bays were left open for flood emergency. The pondage was filled on the 16th August, 1954. A pictorial record of the placing of concrete foundations of Clover Dam and also shows the methods of construction used at this site in 1949.Black and white photograph taken during the construction of Clover Dam. Shows early stages of the concrete foundations, cranes and the railway line which was constructed to bring materials to the site. Handwritten in blue ink of back of photograph "Clover Dam Foundations"dam, foundations, concrete, construction

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.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 20. Section of completed coffer dam with river diverted over the concrete foundations of dam that were placed during the first stage of operations. New South Wales. January 1927. Cofferdams are temporary structures used where construction is being carried out in areas submerged in water. They are most commonly used to facilitate the construction or repair of dams, piers and bridges. To divert the river, a Coffer Dam was built across the old bed above and below the Dam site and tying into the end of the concrete wall built inside the levee bank. This completely surrounded the remainder of the site of the Dam and south wing wall, including an area of 12½ acres. hume reservoir australia, river murray waters scheme, hume reservoir construction

The dam at the entrance to the Nerreman Gateway in Eltham was built according to an internationally acclaimed theory developed by the builder's father. In 1920, Victorian engineer B.A. Smith was awarded the American Society of Civil Engineers J. James R. Cross Gold Medal for his Technical Paper titled 'Arched Dams'. It was the first time this medal had been awarded outside the United States. The concrete arched dam across the Eltham West Drain was built in 1940 by B.A. Smith's son and engineer, D. B. (Bernie) Smith to water the 24 acre (9.75 ha) hobby farm owned by himself and new wife, Isa Smith. Upon completion of the dam a pump-house was constructed beside the creek but before the water could be pumped up the hill they had to dig a trench and lay 500m of 100mm water main to an elevated holding tank. The Smiths made the pump-house their home for several years until they constructed their home at the top of the hill overlooking Eltham and views extending to Kinglake. Following Bernie's death in 1983, Nerreman Park was subdivided between 1993 and 1995. Gordon Ford designed the landscaping and the pump-house was demolished. Covered under Heritage Overlay, Nillumbik Planning Scheme. Published: Nillumbik Now and Then /​ Marguerite Marshall 2008; photographs Alan King with Marguerite Marshall.; p137 The dam at the entrance to the Nerreman Gateway in Eltham, was built according to an internationally acclaimed theory developed by the builder’s father. In 1920, Victorian engineer B A Smith was awarded the American Society of Civil Engineers J. James R. Croes Gold Medal, for his Technical Paper titled Arched Dams. It was the first time this medal had been awarded outside America. An international example of the application of Smith’s work can be found in the design of the Hoover Dam on the Colorado River, Nevada, USA. Built between 1930 and 1936, it is recognised by the ASCE as one of ‘America’s Seven Modern Civil Engineering Wonders’.1 The concrete arched dam across the Eltham West Drain was built by B A Smith’s son and engineer, D B (Bernie) Smith. Bernie’s dam followed his father’s theory, having a curvature that takes maximum advantage of concrete’s great strength in compression. The water load is carried into the abutments because of this curvature, which permits a wall thickness of only 225 millimetres thick at its crest, despite the dam’s capacity of more than 4.5 megalitres. The Eltham dam was designed to water the 24 acre (9.75 ha) hobby farm belonging to newly married couple Bernie and Isa Smith. Bernie, from Armadale, and Isa, from a farm at Tyntynder near Swan Hill, were attracted to the hilly topography and the creek running through the property. It extended from Ryans Road, Eltham, to Karingal Drive, Montmorency and was adjacent to Meruka Park. The Smiths named it Nerreman Park using the Aboriginal word Nerreman meaning ‘River Bend’ as their creek had a pronounced bend.2 In 1940 the first thing Bernie did was to build a dam, and with Isa’s help, a pump-house, to secure a water supply for their cattle, pigs, chickens, orchard and vegetable gardens. It was also available for the fire-plugs, which they placed all over the property in case of bushfire. The couple built the pump-house beside the creek and installed a Tange three-plunger pump, which had originally supplied the City of Wodonga with water. But before the Smiths could pump water up the hill from the dam they had to dig a trench and lay about 550 yards (500m) of a four-inch (100mm) water main up to an elevated holding tank. The trench was dug with a single furrow plough drawn by an old draught horse. Living in rough conditions did not deter the Smiths, who made the pump-house their home, where they still lived when their first child was born in 1944. They later built their home at the top of their property overlooking Eltham, with magnificent views to Kinglake, the Dandenong Ranges and Melbourne. From 1946 it took them almost 20 years to complete the 36-square house with its 12-foot (3.6m) high ceilings. Material for the concrete roof and walls faced with sandstone, was ripped out of the ground on their property by plough pulled by tandem Clydesdale horses. Isa was a strong woman – two days before their second child was born – she set three huge sandstone boulders in place in the bottom wall of the garage. She also mixed all the cement for the house. A collapsed kitchen wall did not discourage her from rebuilding it in a week, while her husband was away working in the country. She later recalled: ‘We stood back to admire this beautiful wall we’d built and while we were looking at it, it came tumbling down’.3 Following Bernie’s death in 1983, Nerreman Park was subdivided, between 1993 and 1995. Local Gordon Ford designed the landscaping and the pump-house was pulled down. But the dam remains as a reminder of exceptional engineering4 – and of a remarkable couple.This collection of almost 130 photos about places and people within the Shire of Nillumbik, an urban and rural municipality in Melbourne's north, contributes to an understanding of the history of the Shire. Published in 2008 immediately prior to the Black Saturday bushfires of February 7, 2009, it documents sites that were impacted, and in some cases destroyed by the fires. It includes photographs taken especially for the publication, creating a unique time capsule representing the Shire in the early 21st century. It remains the most recent comprehenesive publication devoted to the Shire's history connecting local residents to the past. nillumbik now and then (marshall-king) collection, eltham, karingal drive, smiths dam, bernie smith, gordon ford, isa smith, nerreman gateway, nerreman park estate, dams

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.DEPARTMENT OF PUBLIC WORKS, N.S.W. RIVER MURRAY WATERS SCHEME. HUME RESERVOIR. 22. General View of Works from New South Wales end, Looking Upstream. Features: At the left, part of the North Wing Wall, the highest part of which is 26 feet below its ultimate height. Below in the foreground is the portion of the dam where provision is to be made for hydro-electric generation. The tubes, three in number, 13 feet in diameter, will be laid on the level shown and an early start will be made in laying them. The level for the other four regulating outlets, 9 feet in diameter, together with a part of the spillway section of the dam, is underwater at this stage and it may be remarked that at one point, about half way across the channel where the water is now flowing, the concrete foundations are about 80 feet below the level of the water. The broken surface of the water is due to the large “plums” in the concrete. The still water in the right foreground is the stilling pool over the concrete floor of which there is now more than 20 feet of water and by means of which the discharge from the outlet pipes will be quelled. The trestlework on the upstream side of the dam carries the concrete belt conveyor. It extends from the concrete mixer house, which is out of the picture, behind the wing wall, along almost the entire length of the concrete portion of the dam. The concrete is discharged from the belt at any desired point by means of trippers, one of which may be seen over the second trestle. On the other side of the flowing water is the coffer dam. A channel 300 feet wide involving about 140,000 cubic yards of excavation and dug for the temporary diversion of the river as it is flowing now. To the right top of the view beyond the Coffer Dam is the earth embankment being thrown across the major part of the valley by the Victorian Constructing Authority. The Mitta Mitta River flows into the Murray at the far end of the reach of water on the left. August 1927.hume reservoir australia, river murray waters scheme, hume reservoir construction

Opened in 1891, the bridge formed part of the Maroondah Aqueduct carrying water from Watts River near Healesville to the reservoir at Preston where it joined Melbourne's metropolitan water system. Covered under Heritage Overlay, Nillumbik Planning Scheme. Published: Nillumbik Now and Then /​ Marguerite Marshall 2008; photographs Alan King with Marguerite Marshall.; p99 Built to supply thirsty Melbourne in the late 19th century, the siphon bridge spanning the Plenty River off Leischa Court, Greensborough, was part of an engineering masterpiece. Opened in 1891, the bridge formed part of the Maroondah Aqueduct carrying water from the Watts River near Healesville to the reservoir at Preston where it joined the metropolitan distribution system. A major link in Melbourne’s water supply, it also had a huge impact on communities, which mushroomed along its route. Named after the Aboriginal word for the area around the Maroondah Reservoir, the Maroondah Aqueduct was fully operational until the 1970s. Since the 1980s the land along parts of the aqueduct have been used for walking and bicycle riding, shaded in places by Monterey Pine trees planted to stabilise the surrounding ground. From 1857 the Yan Yean Reservoir supplied Melbourne’s water but the growing city needed additional catchments.1 In 1886 work began on a weir on the Watts River to enable the aqueduct to carry most of the river water 41 miles (66km) to Melbourne. The aqueduct, built by the Board of Works, is the oldest remaining aqueduct near Melbourne and was probably the first built with concrete.2 Although the aqueduct is now only used between the Maroondah and Sugarloaf Reservoirs, it can still be traced across the Shire. It extends from the Maroondah Reservoir through Christmas Hills, Kangaroo Ground, Research, Eltham, St Helena and then previously wound west through Greensborough to Reservoir.3 Built by horse and manpower the aqueduct gravity fed 25 million gallons (113.6ML) of water a day to Melbourne along a gradient of one foot to the mile. It included 25 miles (41km) of open concrete and brick channel, six miles (10km) of tunnels, and nine miles (15km) of 14 inverted siphons of riveted wrought-iron across creeks. Bricks for the aqueduct were made from clay found near the sites and remains of several kilns can still be found between Kangaroo Ground and Christmas Hills. Building the aqueduct transformed local communities. An abattoir was established at Christmas Hills. Grog shanties and labourers’ camps sprang up and local courts dealt with cases of ‘petty pilfering and boisterous behaviour’.4 The Kangaroo Ground school population jumped to 91, crammed into a room with one teacher. Miners who built the tunnels camped just north of Churinga in Greensborough – then called Tunnel Hill Camp – and adjacent to the Evelyn Arms Hotel. The miners’ high spirits were sometimes quenched in horse troughs or by a ‘welt under the ear and kick on the behind’ as the local constable calmed them down rather than lock them up.5 But the growing city of Melbourne needed more water, so the O’Shannassy catchment, east of Warburton, was added to the system in 1914. In 1920 work began on the present concrete Maroondah Dam one mile (1.6km) from the weir on the Watts River. The aqueduct capacity was thus doubled to 50 million gallons (227ML) a day.6 Intense land development threatened to pollute the open water supply, so channel sections were replaced with large pipes. In the late 1960s a large water main was built from the tunnel outlet at Research and extended through St Helena and Greensborough, so this section of the aqueduct was taken out of use. Long sections of the unused open channels in Greensborough and Bundoora were destroyed, but the old channel in Research and Eltham North remained largely intact. In the 1970s, the Sugarloaf Reservoir was constructed, inundating 445 hectares of land in Christmas Hills. Sugarloaf was officially opened in 1980 and serves as a water storage and treatment plant supplying Melbourne. In the early 1980s pipes replaced the section from Sugarloaf Reservoir to the tunnel entrance at Kangaroo Ground. The Research-Kangaroo Ground tunnel operates as part of the pipeline system.This collection of almost 130 photos about places and people within the Shire of Nillumbik, an urban and rural municipality in Melbourne's north, contributes to an understanding of the history of the Shire. Published in 2008 immediately prior to the Black Saturday bushfires of February 7, 2009, it documents sites that were impacted, and in some cases destroyed by the fires. It includes photographs taken especially for the publication, creating a unique time capsule representing the Shire in the early 21st century. It remains the most recent comprehenesive publication devoted to the Shire's history connecting local residents to the past. nillumbik now and then (marshall-king) collection, maroondah aqueduct, pipe bridge, siphon bridge

Taken between 1928 and 1930, depicted is the Bethanga Bridge under construction. The Bridge was completed in 1930 and was built to assist residents of the Bethanga district to travel to Albury. Other bridges would become submerged by the backed-up water of the Murray and Mitta Rivers so the Bethanga bridge was built two miles above the Mitta Weir. The Bethanga Bridge was built north of the future Hume Dam which would be completed in 1936. At 2430 feet long, Bethanga Bridge was the longest road bridge in Australia at the time of its completion. The Bridge is 20 feet wide and made up of nine 270 feet long spans. Materials used include ten tons of paint for the steel works; 1600 tons of steel; 900 tons of timber for the decking; and reinforced concrete for the piers. The tender for the construction was awarded to C. Ruwolt Pty. Ltd., engineers who were located on Victoria Street, West Richmond. The contract was awarded for £71,890. It was predicted between 250 and 300 men would find employment on the project. The news was well received by trade unions at the time as there had been a drop in available engineering work.This photograph is historically significant as it depicts the progress of the Bethanga Bridge construction, which was important infrastructure for the area. It is also a good example of methods used in the area to assist in travel over the river prior to the construction of the Hume Dam.Black and white rectangular photo printed on matte photographic paper.Reverse: 1997 3186 / 84-19-3 / This is the bridge. / It is not yet open to traffic / yet. will not be completed / until May next / It is a wonderful bridge the / pillars are 100 feet high. / KODAK PRINT Envelope Obverse: Peterson PHOTO / Hume Weir Envelope Reverse: BMM 84-20-1,2+3. bethanga bridge, lake hume, hume dam, hume weir, murray river, bridge, bethanga, albury

This image shows Bethanga Bridge, which was constructed between 1927 and 1930 in Albury, NSW. The bridge was a necessity due to the building of the Hume Dam (Wier), 1919-1936. Bethanga Bridge is a long, nine-span, riveted-steel, variable depth, Pratt Truss road bridge of nine principal spans of 82 metres and a total length of 752 metres over the flooded valley of the Murray River, now part of Hume Reservoir. Because of its unique location, over the waters of a dam with the border running down the centre of the body of water, the Bethanga bridge is the only built structure shared by both New South Wales and Victoria. It was built 1.6 kilometres upstream of the dam and in 1961 was raised 300mm, with a concrete deck replacing the original wooden deck. The State Rivers and Water Supply Commission of Victoria and the New South Wales Department of Public Works were responsible for the construction works for the Hume Weir under the River Murray Waters Agreement. It is apparent that a similar joint arrangement was made for the construction of the Bethanga Bridge as part of the Hume Weir works.This photograph of the Bethanga Bridge is of historical significance as it showcases the architectural skills of Percy Allen and Vincent Packer. Additionally, it reveals the environmental landscape of the 1920s-1930s, is linked to the Hume Dam and both New South Wales and Victorian heritage. Unmounted black and white rectangular photograph. Reverse: 1997.3196 84-20-3bethanga, bethanga bridge, hume dam, pratt truss, murray river, hume weir, transportation

Junction (Lake Guy) Dam is a 'slab and buttress' type wall. A timber frame is built and then filled with concrete. The first batch of concrete was placed in September, 1940. By June, 1941 the buttresses were finished to a height safe from floods and in October of that year a flood of 2,800 cusecs occurred but with only slight damage to the installations. Industrial trouble caused some delays but there was also slow progress on the part of the contractor and the work was taken over by the S.E.C., terminating the contract. The dam was completed in March, 1944. A walkway was made through the dam wall. Lake Guy was named after Mr. L.T. Guy who was the Resident engineer, in charge of construction work and associated activities on the Kiewa Area from 1939 to November 1946Photos of the construction of the Junction Dam detail the harsh conditions faced by construction workers, building dams and villages to accommodate workers in the 1940s to the 1950s. Australia at this period in time, experienced a surge of population (influx of World War II refugees), which was the catalyst for developing and undergoing an enormous hydroelectricity program for the Alpine regions, both in Victoria and New South Wales. This program was initiated to supply electricity to the major southern Australian cities of Adelaide, Melbourne and Sydney. It was thought that these developments would reduce, if not eliminate, the requirement for coal driven power stations. However time has demonstrated that these power stations have not matched the demand required by the industries and the populations of the major urban and cities.Black and white photograph of Junction Dam constructionjunction dam, bogong, secv

Junction (Lake Guy) Dam is a 'slab and buttress' type wall. A timber frame is built and then filled with concrete. The first batch of concrete was placed in September, 1940. By June, 1941 the buttresses were finished to a height safe from floods and in October of that year a flood of 2,800 cusecs occurred but with only slight damage to the installations. Industrial trouble caused some delays but there was also slow progress on the part of the contractor and the work was taken over by the S.E.C., terminating the contract. The dam was completed in March, 1944. A walkway was made through the dam wall. Lake Guy was named after Mr. L.T. Guy who was the Resident engineer, in charge of construction work and associated activities on the Kiewa Area from 1939 to November 1946.Diversion dams are installed to raise the water level of a body of water to be redirected. The redirected water is used for hydro electric power generation. A diversion tunnel is usually bored through solid rock next to the dam site to bypass the dam construction site. The dam is built while the river flows through the diversion tunnel.Photos of the construction of the Junction Dam detail the harsh conditions faced by construction workers, building dams and villages to accommodate workers in the 1940s to the 1950s. Australia at this period in time, experienced a surge of population (influx of World War II refugees), which was the catalyst for developing and undergoing an enormous hydroelectricity program for the Alpine regions, both in Victoria and New South Wales. This program was initiated to supply electricity to the major southern Australian cities of Adelaide, Melbourne and Sydney. It was thought that these developments would reduce, if not eliminate, the requirement for coal driven power stations. However time has demonstrated that these power stations have not matched the demand required by the industries and the populations of the major urban and cities.Black and white photograph of Junction Dam diversion tunnel at Bogong VillageHandwritten on back - Junction Dam Diversional Tunnelbogong, secv, junction dam, lake guy

Junction (Lake Guy) Dam is a 'slab and buttress' type wall. A timber frame is built and then filled with concrete. The first batch of concrete was placed in September, 1940. By June, 1941 the buttresses were finished to a height safe from floods and in October of that year a flood of 2,800 cusecs occurred but with only slight damage to the installations. Industrial trouble caused some delays but there was also slow progress on the part of the contractor and the work was taken over by the S.E.C., terminating the contract. The dam was completed in March, 1944. A walkway was made through the dam wall. Lake Guy was named after Mr. L.T. Guy who was the Resident engineer, in charge of construction work and associated activities on the Kiewa Area from 1939 to November 1946Photos of the construction of the Junction Dam detail the harsh conditions faced by construction workers, building dams and villages to accommodate workers in the 1940s to the 1950s. Australia at this period in time, experienced a surge of population (influx of World War II refugees), which was the catalyst for developing and undergoing an enormous hydroelectricity program for the Alpine regions, both in Victoria and New South Wales. This program was initiated to supply electricity to the major southern Australian cities of Adelaide, Melbourne and Sydney. It was thought that these developments would reduce, if not eliminate, the requirement for coal driven power stations. However time has demonstrated that these power stations have not matched the demand required by the industries and the populations of the major urban and cities.Black and white photograph of Junction Dam spilling at Bogong VillageHandwritten in pencil - Junction Dam spillingbogong, junction dam, lake guy, secv

Photo No. 1 - Junction Dam wall was commenced in February, 1940 and completed in March 1944. Type - reinforced concrete slab and buttress. Height 25.9m, and crest length 121.9m. Lewis Construction company had the original contract, but was replaced by the State Electricity Commission in 1942. Photo No. 2 - Bogong Village was the first village built to house workers and their families working on the Hydro electric scheme. Construction commenced 1940. The single men's quarters are slightly right of centre on the foreshore. Lake Guy was named after a former resident engineer.Shows the type of terrain where the village is located resulting in the tiered layout that was necessary in order to erect housing.set of 2 black and white photos - Photo No. 1 - downstream view of Junction Dam Wall Photo No. 2 - Lake Guy and Bogong Village. Both are on photographic paperPhoto No. 1 - Upper right hand corner, back of photo, handwritten in ink or biro, Bogong 1950 Photo No. 2 - Left lower corner, front of photo in white, Bogong.bogong village, lake guy, secv

In December of 1939 the excavation of a diversion tunnel was commenced to divert water from the East Kiewa River to allow construction of the dam wall. This was completed in February 1940. Lewis Construction Co. had the contract with excavation starting in February and the first batch of concrete placed in September. In 1942 the S.E.C. took over the construction and the wall was completed in March, 1944. Type of construction: reinforced concrete slab buttress.Of historical importance in the Kiewa area as it shows the form work and preparation necessary before the pouring of concrete for the first dam in the hydro electric scheme. The destruction caused by the 1939 bushfires is also evident in the upper left hand corner.A black and white photograph of the early construction of Junction Dam wall viewed from downstreamOn back of photograph (left hand upper corner) Junction Dam 4-4-81 Dam viewed from downstream 352 Time to use for correct Exp. 40 secjunction dam, bogong, secv

Excavation of a diversion tunnel was commenced in 1939 to divert water from the East Kiewa River to allow construction of the dam wall. This was completed in February 1940 and excavation for the dam wall commenced in the same month, with the first batch of concrete placed in September. Lewis construction Company had the contract, but the S.E.C. took over construction in March 1942 and the dam was completed in March 1944. Type of construction: reinforced concrete, slab buttress.Importance in the Kiewa area as it shows the formwork and preparation necessary before the pouring of concrete for the first dam in the Kiewa Hydro Electric SchemeBlack and white photos (2 identical) of early construction of Junction Dam wall, viewed from downstream.Back of photo, upper right hand corner: No. 1 - Construction of Bogong Dam Wall (written in pencil) No. 2 - Same as one (written in pencil)construction, dam wall, excavation, bogong, secv

In December of 1939 the excavation of a diversion tunnel was commenced to divert water from the East Kiewa River to allow construction of the dam wall. This was completed in February, 1940. Lewis Construction Company had the contract with excavation starting in February and the first batch of concrete placed in September. In 1942 the SECV took over the construction and the wall was completed in March, 1944. Type of construction: Reinforced concrete, slab buttress.Of historical importance in the Kiewa area as it shows the form work and preparation necessary before the pouring of concrete for the first dam in the hydro electric scheme. The destruction caused by the 1939 bushfires is also evident in the upper left hand cornerBlack and white photo, early construction of Junction Dam Wall, viewed from downstreamOn back of photo (left hand upper corner) Junction Dam 5-4-81 Dam viewed from downstream. 352 Time to use for correct exp. 40 sec.bogong, junction dam, secv

Junction Dam is a reinforced slab and buttress type construction and was commenced in February, 1940 by Lewis Construction Company. Stiff leg derricks were erected at appropriate locations at the site of the dam and used for the disposal of excavated material and the placing of concrete. A rock crushing and screening plant was established at a site a short distance upstream from the dam site and concrete was supplied from a central mixing plant placed close to the upstream toe of the structure. The SEC took over the construction in April 1942 and the dam wall was completed in March, 1944. Bogong township was commenced in early 1940 with the construction of a workmen's camp housing 96 men, (known as Junction camp). Construction of housing for families commenced shortly after. Forty houses, plus office, workshops, stores and laboratory accommodation were completed over the next 5 years,Of historical significance as a pictorial record of Junction Dam, Lake Guy and Bogong Village, as the photos were taken only 4 years after completion and one photo taken on completion of the dam wall but before the lake was filled with water.12 small black and white photographs of Junction Dam, Bogong Village and surrounding area.Photo 1 - On the back upper edge in pen 'Junction Dam'. Then '12' in pencil, circular stamp, printed in centre 'Print by Willson White Albury'. Photo 2 - On the back upper edge in pen 'Junction Dam October 1948'. Stamp as no. 1 photo. Stamp '998L' lower centre. Photo 3 - on the back upper edge in pen 'Junction Dam October 1948'. Circular stamp with 'Kodak Print' . Lower centre back is stamped 'velox' and '998L'. Photo 4 - upper back, in ink - 'Junction Dam Spion Kopje in background. October 1948'. Stamps as photo no. 4. Photo 5 - upper back, in ink - 'Lake Guy (orange filter) October 1948'. Centre back, in pencil '29' and circular stamp with words 'Print by Willson White Albury'. Photo 6 - upper back edge 'Junction, Bogong from Radio Receiving Shack Dec. 1948'. In pencil '14'. Photo 7 - On back of photo 'View of Mountains from Little Arthur Fire Track October 1948'. Two circular stamps with 'Kodak Print', another two stamps - 'Velox' and '998L'. Photo 8 - On back in ink 'Loone's Store Bogong with Spion Kopje in background. October 1948'. Lower down, stamps 'Velox' and '998L'. Part of circular stamp with one word 'Kodak'. Photo 9 - on back in ink 'Junction Camp, Bogong Village & Lake Guy from Little Arthur Fire Track. October 1948'. Stamped across writing '998L'. Lower down stamped 'Velox' and circular stamp with words 'Kodak Print'. Photo 10 - on back in ink 'Junction Camp & Bogong Village Lake Guy in Foreground. October 1948'. Stamps as photo 9. Photo 11 - on back in ink 'Junction Camp & Bogong Village, Lake Guy in Foreground. October 1948'. Lower stamp '998L'. Photo 12 - 'Junction of Rocky & Pretty Rivers with tennis courts in foreground October 1948' . Circular stamp with words, 'Print by Willson White Albury'. Number '29' written pencil.junction dam; bogong village; kiewa hydro electric scheme; lake guy

The construction of Clover Power Station was commenced in October 1942 and the power station building was completed in May, 1943. The first machine was placed in service August, 1944 and the second machine in May, 1945. The water discharges directly into Clover Dam and re-used in West Kiewa Station. Clover Dam - stripping of foundation area commenced in January 1948 but the final concrete pour was not until 14th August, 1954.Pictorial history of the early construction undertaken in the building of the Kiewa Hydro Electric Scheme. Clover power station (No. 3 Development) was the first power station to be built .5 small black and white photographsPhoto No. 1 - handwritten in ink on back ' No. 3 Power Station Clover Flat Nov. 1948 Photo No. 2 - handwritten in ink on back 'No. 3 Power Station Clover Flat Nov. 1948 Photo No. 3- handwritten in ink 'Clover Flat looking towards work area of Clover Dam. Taken near #3 PS. Nov. 1948 Photo No 4 - Handwritten in ink 'Preparation for wall of Clover Dam Dec. 1948 Photo No.5 - handwritten in ink 'Preparation for wall o f Clover Dam Dec. 1948. Photo Nos. 1,2 3, on the back have circular stamp with 'Print by Willson White Albury'. In pencil is the number '78'. Photo Nos. 4, 5, have written on the back in pencil, number '14'. construction, clover power station, clover dam,

22 of a collection of 70 Black & White photographs taken during the construction of the second Phillip Island Bridge from San Remo to Newhaven by Country Roads Board and Shire of Bass. Contractor John Holland & Co. Pty. Ltd.14 Black & White photographs of the construction of the second Phillip Island Bridge in 1966 - 1969. 351-09: Pile driving on Newhaven abutment. 351-10 & 11: Concrete beams. 351-12: Pile driver. 351-13 & 14: Machinery. 351-15: Dismantled section of cylinder. 351-16 & 17: Coffer dam and pier construction. 351-18: Man up on scaffold. 351-19 & 20: Construction work. 351-21: Two workmen and man leaning on section of handrail exposed to weather. 352-22: View of construction work.Descriptions as above on some. Plus the following Numbering: 351-09: CRB NEG 67-274C. 351-10: CRB NEG 67-542. 351-11: CRB NEG 67-654F. 351-12: CRB NEG 66-605. 351-13: CRB NEG 66-601. 351-14: CRB NEG 68-752B. 351-15: CRB NEG 67-936. 351-16: CRB NEG 67-937A. 351-17: CRB NEG 67-937B. 351-18: CRB NEG 67-1156D. 351-19: CRB NEG 67-1156B. 351-20: CRB NEG 66-1026E. 351-21: CRB NEG 67-940. 351-22: CRB NEG 67-1218Bphillip island bridge construction, 2nd phillip island bridge construction, country roads board, shire of bass, sasha stark

As part of the Kiewa Hydro Scheme the race lines were created to catch the water and direct it into the Rocky Valley Storage Dam.Part of the Kiewa Hydro Electric Scheme on the Bogong High Plains.6 black and white photos:- 2 with concrete framework, 2 concrete completed and 2 High Plaines race line.Alec McCullough Collectionkiewa hydro electric scheme, raceline, water power, bogong high plains

Work commenced at Rocky Valley Dam site in early 1947 and proceeded until May. Resumed work in October after the winter and a camp for the accommodation of workmen was commenced at this time. Work continued in 1948 with the establishment of work facilities, including the erection of two large excavators. At the dam site the river was diverted through a temporary pipeline. Work proceeded in the summer months with the placing of concrete in the foundations and earth and rock fill for the construction of the wall. Rocky Valley and associated spillway and outlet works were completed in March, 1959. A very good representation of the type of machinery available in the 1940's used for excavation of the dam and the construction of the dam wall.Black and white photograph of Rocky Valley Dam wall under construction. There are at least three cranes plus workmen in the photo. This is taken from the Heathey's Spur side of the dam wall looking back toward Sun Valley.Hand written on back of photograph "Rocky Valley Dam Wall Excavation" in blue ink.rocky valley, dam, wall, machinery