Probably used for surveying courses at the Ballarat School of Mines Boxed telescopic sight with longitudu=inal bubble level and a quadrant draduated in +- 40 in 100 22mm diameter. Female screw thread base. Push-Pull focussing. Housed in an hinged timber box.drainage level, scientific intstruments, ballarat school of mines, scientific instruments

Adams jnr wrote many elementary scientific works, as well as on the use of mathematical instruments. He often combined in his written works with religious themes and scientific content, often against the prevailing thoughts of the time. According to one popular magazine of the time (Gentleman's Magazine), his works were often accused of "growing errors of materialism, infidelity, and anarchy". He started writing at a young age and developed a love for it, his main interests included math and science, these subjects he often expressed in his written essay's. Notable works from Adams are. An Essay on Electricity, and Magnetism (1784). Essays on the Microscope (1787). An Essay on Vision, briefly explaining the fabric of the eye (1789). Astronomical and Geographical Essays (1790). A Short Dissertation on the Barometer (1790). Geometrical and Graphical Essays, containing a description of the mathematical instruments used in geometry, civil and military surveying, leveling and perspective (1790). Lectures on Natural and Experimental Philosophy, in five volumes (1794).George Adams Sr and Jnr were both notable opticians and scientific instrument makers of the 18th century. Their contribution to scientific innovation and optical development cannot be underestimated. Having one of their early drainage levels in the collection and in extremely good condition is an asset to the Flagstaff collection.Drainage level or optical level. A brass surveying instrument with Achromatic telescope, bubble level and dial fitted to the Tribrach or footplate that has leveling screws. Tripod is wood and brass with adjustable and unscrewable legs (for ease of transportation). Made by "G. Adams Fleet St, London". Used in surveying and building to transfer, measure and/or set horizontal levels."G. Adams - London".flagstaff hill, warrnambool, shipwrecked-coast, flagstaff-hill, flagstaff-hill-maritime-museum, maritime-museum, shipwreck-coast, flagstaff-hill-maritime-village, george adams fleet street london, optical instrument, scientific instrument, technical instrument, surveyors level, george adams snr, projection microscope

Two copies of the Victoria Reef Quartz Mine Managers report. The report mentions putting up the poppet heads, drainage assessment, water level and two men offered 50/- per week. Dates 14/6/1861, 22/6/1861, 18/10/1861 and 13/12/1861.document, gold, victoria quartz, victoria quartz, victoria reef quartz mine manager's report, victoria reef gold mines, gerraws, mr cook, mr sterry, mr mollison, endeavour coy, the victoria reef gold mines coy, ironbark co, endeavour, chenoweth, mr hoskins

This small note book belonged to John Ross, the Warrnambool Town Surveyor and Engineer (1889-1906 & 1913-1914). The book lists the levels taken for the benefit of contractors undertaking jobs for the Warrnambool Council from 1898 to 1902. The jobs include ‘Russells Creek from the Merri River upwards’, ‘Outlet at the Flume’, ‘Guns at the Battery’ and Drainage from the Terminus Hotel to the end of the Japan Street Tunnel’. John Ross was also in private practice with the architectural firm of Ross and Jackman. This notebook is of considerable interest because it is an original note book that belonged to John Ross, the Warrnambool Town Surveyor and Engineer in the late 19h century and early 20th century. The note book contains important information on the engineering projects in Warrnambool and district from 1898 to 1902. This note book has a red leather cover. The cover is a little creased. The inside pages have ruled red lines and printed headings regarding the levels taken of a site and the location of the site (1898 to 1902). The engineer’s entries in the printed columns are handwritten , mostly in pencil. The inscription on the first page is handwritten in black ink. ‘Jno C Ross, Town Surveyor Wbool 19/5/98’ john ross, warrnambool town council, history of warrnambool

Colour photograph of a muddy creek (probably after a downpour) showing council drain and drop structure exposed on the west bank of Diamond Creek upstream of Bridge Street, Eltham. Mediun to high level water flows are directed on to the bank by the fallen tree.eltham, creek, diamond creek, bridge street, drainage, waterflow, vegetation

This testing voltmeter recorder was last certified by SEC Vic laboratories on the 17/4/77. It was used extensively as mobile recorder placed for periods of one month at locations experiencing unacceptable fluctuations of power. These locations would cover the North East regions of Victoria. They cover voltage drops at domestic and business properties especially those that were experiencing regular fluctuations(daily) at approximately the same time of the day. As the electrical network is required to operate within a set level of voltage, fluctuations outside of this has to be investigated and necessary remedial action taken. This is especially so for rural properties where power "drainage" can occur through animal/bird and tree interference. It can also be the result of defective wiring and overloading at peek operational times (milking machines).This mobile voltage recorder is very significant to the Kiewa Valley because it highlights the difficulties that can occur in maintaining a power supply that experiences fluctuating power demands by the rural industries that it supplies. The requirement of a mobile testing apparatus to cover the various sections in the Kiewa Valley and other rural areas in the northeast region is one of necessity as electricity once connected to a rural property is a labour saving supply as generators on rural properties require a higher degree of maintenance an ultimately at a higher cost. The testing of the SEC Vic supplied electricity to rural properties,those who had previously run on generators, had to be quick and unassuming with certainty of correct supply levels.The mechanism of this voltage recorder has been installed(by the manufacturer) into its own protective wooden box. This box has a front (swing open) lockable section which permits direct access to the installed measuring equipment (for servicing and data collection). The top section of the box has two screw on terminals for access to the machine being tested. This tester has its own inbuilt ink supply facilities and a mechanical clockwork device that unwinds a roll of paper onto a second roll at a rate of 10 mm per hour. The recording chart is marked with time slots against voltage. There is a recording arm which has an ink pen at the end. Both arm and pen carry the ink supply from the ink reservoir, located on the left side of the cabinet door in specially constructed bottle holder( three small bottle capacity). To record a suspect power problem to a home or business establishment the voltmeter is connected to a power supply outlet being tested and wind the recording clockwork mechanism (gives a four week running time). Before leaving the recorder in situ the electrician checks to see if the chart is recording the correct voltage and that the clock mechanism is advancing correctly.On the front of the access "door" at the top a metal label "RECORDING AMMETER" below this "MURDAY SYSTEM" below this "ALTERNATING CURRENT" and below this the manufacturer's registered number "No. 139156" Below this is a metal tag with State Electricity Commission of Victoria Electrical Engineer's Section equipment number "338" Below these tags and above the viewing window is the manufacturer's dtails "EVERSHED & VIGNOLES Led LONDON"sec vic kiewa hydro scheme, alternate energy supplies, alpine feasibility studies temperature, rainfall, power outages

This case is for a testing voltmeter recorder. The last time it was certified by SEC Vic laboratories on the 17/4/77. It was used extensively in the transportation of the mobile recorder which was sometimes placed for periods of one month at locations experiencing unacceptable fluctuations of power. These locations would cover the North East regions of Victoria. They cover voltage drops at domestic and business properties especially those that were experiencing regular fluctuations(daily) at approximately the same time of the day. As the electrical network is required to operate within a set level of voltage, fluctuations outside of this has to be investigated and necessary remedial action taken. This is especially so for rural properties where power "drainage" can occur through animal/bird and tree interference. See KVHS 0302 (A) for the instrument.This case for a mobile voltage recorder is very significant to the Kiewa Valley because it highlights the difficulties that can occur in maintaining a power supply that experiences fluctuating power demands by the rural industries that it supplies. The requirement of a mobile testing apparatus to cover the various sections in the Kiewa Valley and other rural areas in the northeast region is one of necessity as electricity once connected to a rural property is a labour saving supply as generators on rural properties require a higher degree of maintenance an ultimately at a higher cost. The testing of the SEC Vic supplied electricity to rural properties,those who had previously run on generators, had to be quick and unassuming with certainty of correct supply levels.This heavy and thick all leather case for the "easy" transportation of the Volt meter recorder has a opening top which pop riveted to the main body(rivets are aluminium). The all leather top has a shaped carrying handle which is also riveted on. There are two straps on the side of the top which can be fastened to the main body by metal "shoe" buckles. The bottom end is secured to the main bag by large rivets.Tick grade stitching is on all corners.Nilsec vic kiewa hydro scheme, alternate energy supplies, alpine growth in electricity consumption

Drainage infrastructure was developed and maintained in this region by the Snowy River Improvement Trust. The Trust was administered by a local committee and its activities funded by a local rate charged on the farmers and land owners in the Trust’s designated district. The level of the rate charged by the Trust was designed to be proportionate to the benefit derived from the works undertaken. Financial assistance was provided by the State Government from time to time for specific projects such as post flood repairs but not for new capital works. The Trust undertook new drainage and river management works including tree planting, rock beach construction and servicing of the drains and flood gates. The Trust also provided a personal flood warning service to the farmers in its district. The Trust ceased to operate in 1997 with the advent of the East Gippsland Catchment Management Authority. The infrastructure developed by the Trust continues to provide a service to the farmers in the region. (ref. 4 East Gippsland CMA Submission to Inquiry into Flood Mitigation Infrastructure in Victoria) This plan is significant as a historical document. The Snowy River Improvement Trust was vital to the Orbost district because of its ability to apply local knowledge and to engage the local farming community.A large plan of divisions of land for the purpose of levying the Snowy River Improvement District - Bete Bolong, Orbost, Waygara, Newmerella and Orbost East. The properties are coloured according to levy amount. The scale is 1" - 20 chains. snowy-river-improvement-trust

Photo of a newspaper article titled Water Continues to Rise in the Victoria Quartz by James Lerk. Article mentions William Abraham who was the mining inspector, who played a significant role in the flooding problem. Water levels had risen dramatically. Water flowed from one mine to another where they were connected. Article also mentions Abraham's birthplace, his early start to work at the age of 10 as a tin dresser at Ashburton, Devonshire, England and his working life after he migrated to Australia at the age of 19. His career in Australia is also mentioned. The article is accompanied by a photo of Abraham with his horse.bendigo, history, long gully history group, the long gully history group - water continues to rise in the victoria quartz, james lerk, william abraham, new chum reef, matthew stevens, south bellevue, new chum and victoria mine, lazarus mine, new chum drainage association, william abraham snr, mary kane, lady miltoa (ship), cricket reserve gold mine, ballarat freehold company, wallaby mine, richard grenfell, bendigo advertiser, bendigo school of mines, confidence extended mine

Assumed to be a plan of the drainage at The Lodge farmIndication of land levels c1970Professionally drawn plan of drainage scheme for J. S. Irvine.the lodge farm, drainage plan, j. s. irvine

The two lifts and improved drainage system at Blackburn Railway Station are now functional along with upgraded lighting and CCTV.The two lifts and improved drainage system at Blackburn Railway Station. blackburn railway station, level crossing removal authority

Named after Thomas Hustler who purchased the lease in 1854. It was an opencut mine at this stage and Hustler patented a quartz crushing machine. HE later sold the mine to the Hustlers Reef Mining and drainage Co. and by 1865 the Great Extended Hustler's was operating 31 levels at a depth of 1053meters. The mine ceased operation in 1921.A4 copy of an original photograph, sepia toned print. View of hustler's Mine facing Barnard Street, Bendigohustler's, barnard street, james brierley

Streets and drains were the basic infrastructure problems for Kew in the 1880s. Decent streets and drains were fundamental to the quality of life of the residents. Without drainage, streets became muddy, boggy and sometimes impassable. Pools and puddles of stagnant water became smelly. The run off water, mixed with human and animal wastes, because there was no sewerage, became a health hazard. Streets and drains then became what were known as 'a nuisance'. Kew suffered from bouts of typhoid fever during the 1880s. Derrick Street was a private street on the margin of the business district of Kew and a well-used thoroughfare. We hear first about Derrick Street when the ratepayers applied to Council to have the street 'taken over' in January 1881. The Council agreed, after much debate, but ratepayers had to pay half the costs. The argument of the majority of the Council was that there was an established policy that ratepayers of private streets either had to hand over the street fully-formed or pay half the costs if Council did the work. It was felt that to make an exception for Derrick Street would create a precedent for ratepayers of other private streets. On the other hand the ratepayers, and a minority of Council, believed that there were extenuating circumstances in the case of Derrick Street. They believed that the costing by the Borough Surveyor was excessive. They felt the Council was partly responsible for the state of the street due to a channel on Bulleen Road, which deposited sand in the street. The Council had also put in some kerbing at the entrance to the street. Finally, the ratepayers believed that the street had become an important and convenient thoroughfare in Kew, and thus should be an exception to the policy on private streets. In the end a decision was delayed to allow the ratepayers to drain and form the street themselves. And there the matter stood till September 1882, when Miss Reilly complained about rubbish on a block of land in Derrick Street. So, in October 1882 the Council agreed to take over and form the street with the ratepayers paying half the costs. The ratepayers did not want to pay, so the argument continued in Council into 1883. There was a standoff for a further 18 months, until the problem could no longer be ignored. In October 1884 the Inspector of Nuisances and the Health Officer reported that Derrick Street was a health hazard as there was no drainage outlet for waste water. These reports changed the status of the problem of Derrick Street. It became an issue of public health, and thus the Council, acting as the Local Board of Health, had power to prepare plans and order the ratepayers to drain the street and pay all the costs, or let the Council do the work and charge ratepayers half the costs of the works. By April 1885, the time for ratepayers to complete the works themselves had expired, so the Council proceeded with the work and required ratepayers to pay for their share of the costs. All ratepayers had paid by the end of April except Mr Whiddycombe, who refused to pay. Mr Whiddycombe was warned to pay in October 1885. Legal action was taken against him in November. The Council lost the case on technical grounds. The Council, acting as the Local Board of Health, relaunched the legal action and won. The last we hear of Derrick Street is that seven day’s notice was given to Derrick Street ratepayers to pay for the drainage works in May 1887. We presume that Mr Whiddycombe paid. (Research: Andrew Frost)Rare and historic publication issued by the Board of Health in the Borough of Kew in 1885 to residents of Derrick street regarding the need for proper drainage for the purpose of improving public health.Printed formal notice sent by the Board of Health of the Borough of Kew to landowners in Derrick Street, Kew. The notice advised the owners that they were required to form and drain the street according to the levels and specifications approved by the Board. The letter was sent on January 23rd 1885, and signed by the Inspector of Nuisances.borough of kew -- greater melbourne (vic.), council notices -- public health, derrick street -- kew (vic.)

Flooding of the Yarra Valley, including that section of the Yarra bordering Kew and Kew East in the north and west of the municipality, was a regular occurrence. Extreme flood events of the Yarra River are recorded to have occurred in 1891, 1901, 1916, 1923 and 1934. The Municipality of Kew's response to these floods was to enact planning decisions restricting residential development in flood prone areas following the floods of 1916, 1921 and 1934. While floods continued after the development of the Upper Yarra Reservoir (construction 1948-57), the regularity and extent of these inundations diminished. During the nineteenth century, the land abutting the south side of the Yarra in Kew was devoted to dairy farming. In the twentieth century, before and after the construction of the Eastern Freeway, much of this low-lying area was used as golf courses and public parks.Late example of the capacity of the Yarra Valley at Kew to flood, even though drainage works and the Upper Yarra Reservoir had reduced their regularity.Original black and white print photograph of the low-lying land at East Kew under floodwater on 16 May 1974. The vantage point of the photographer is Lister Street. Flooding was caused by overflowing water in Glass' Creek and the River Yarra. Annotation verso: "Lister Street looking north / Flood level / 16 May 1974 11.30am / R.L. 46.04"hays paddock, floods, yarra river, glass' creek, lister street

Flooding of the Yarra Valley, including that section of the Yarra bordering Kew and Kew East in the north and west of the municipality, was a regular occurrence. Extreme flood events of the Yarra River are recorded to have occurred in 1891, 1901, 1916, 1923 and 1934. The Municipality of Kew's response to these floods was to enact planning decisions restricting residential development in flood prone areas following the floods of 1916, 1921 and 1934. While floods continued after the development of the Upper Yarra Reservoir (construction 1948-57), the regularity and extent of these inundations diminished. During the nineteenth century, the land abutting the south side of the Yarra in Kew was devoted to dairy farming. In the twentieth century, before and after the construction of the Eastern Freeway, much of this low-lying area was used as golf courses and public parks.Late example of the capacity of the Yarra Valley at Kew to flood, even though drainage works and the Upper Yarra Reservoir had reduced their regularity.Original black and white print photograph of the low-lying land at East Kew under floodwater on 16 May 1974. The photograph is of Hyde Park looking north-east.Annotation verso: "Hyde Park looking nth-east / Flood Level / 16 May 1974 11.15am / R.L. 46.61"floods, yarra river, hyde park

Flooding of the Yarra Valley, including that section of the Yarra bordering Kew and Kew East in the north and west of the municipality, was a regular occurrence. Extreme flood events of the Yarra River are recorded to have occurred in 1891, 1901, 1916, 1923 and 1934. The Municipality of Kew's response to these floods was to enact planning decisions restricting residential development in flood prone areas following the floods of 1916, 1921 and 1934. While floods continued after the development of the Upper Yarra Reservoir (construction 1948-57), the regularity and extent of these inundations diminished. During the nineteenth century, the land abutting the south side of the Yarra in Kew was devoted to dairy farming. In the twentieth century, before and after the construction of the Eastern Freeway, much of this low-lying area was used as golf courses and public parks.Late example of the capacity of the Yarra Valley at Kew to flood, even though drainage works and the Upper Yarra Reservoir had reduced their regularity.Original black and white print photograph of the low-lying land at East Kew under floodwater on 16 May 1974. The photograph is taken from 43 Kellett Grove.Annotation verso: "Kellett Gve No.43 / Flood Level / 16 May 1974 11.40am"floods, yarra river, kellett grove

Hand drawn. (1) Includes Memorandum dated 25.7.30 to the Agricultural Superintendent from the Principal. (2) Levels over Proposed Drainage Area. From A.W. Jessep file, "Improvements (Completed)." Additional memorandum from the Agricultural Superintendent to Principal (1 folio page)burnley school of agriculture, drainage, drainage pipes

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

Handwritten extract from the Bendigo Advertiser 20/8/1910 Page 8. ''New Chum Mines. Unwatering of the deep levels is being carried on as expeditionsly as was expected by the authorities. In the last four days, the water has only been lowered 14 feet at the Victoria Quartz Mine. The water stood at the 3,226 feet level yesterday. The slow progress being made this week is no doubt due to the large quantity in the workings at some of the levels.'' From the Bendigo Advertiser 27/8/1910 Page 9. ''New Chum Mines. Very slow progress being made. At Victoria Quartz, the water was lowered 32 feet for the week, and is now at 3258 feet. New Chum Railway lowered the water 17 feet and the present level of the water is at 1796 feet. The Lazarus are raising water from 2157 feet. The water has ceased flowing into the New Chum and Victoria through the connecting level with the Lazarus Mine at about 2,500 feet. As the Victoria Quartz is down 4,614 feet, there is still a considerable quantity of water to get out before sinking of the shaft can be resumed.''document, gold, drainage problems, drainage problems, new chum mines drainage problems 1910, bendigo advertiser 20/8/1910 page 8 & 27/8/1910 page 9, new chum mines, victoria quartz, new chum railway, lazarus, new chum and victoria

Two handwritten pages with extracts from the Bendigo Advertiser Mining Intelligence. Notes mention making arrangements with other mines to resume bailing, Victoria Quartz still shaft sinking despite strong flow of water, Lansell's 180 preparing to bail water from the deep levels, so that the Victoria Quartz may continue shaft sinking and finishing cutting of plat at 4454 ft. Also a weather report on the 14/6/1910. From the Albert Richardson Mining History Collection.gold, drainage problems, drainage problems, water problems, bendigo advertiser mining intelligence 18/4/1910, 9/5/1910, 23/5/1910, 30/5/1910, 6/6/1910, 13/6/1910, victoria quartz, lazarus coy, lansell's 180, albert richardson

Handwritten notes from Bendigo Advertiser reports. (1) Mr J. H. Craig reports- Victoria Reef Quartz - Cleaned and tested No 3 boiler. Have bailed 3,905 tanks. Water now 2.953 feet from surface. At Lazarus - Bailed 4,828 tanks. At New Chum Railway - Cleaned and tested boilers and flues, effected repairs to machinery and shaft, and started bailing at 3 pm on Friday 29th inst, and bailed 965 tanks. Bendig Advertiser 3/8/1910 Page 2 Mining Intelligence. (2) New Chum Mines - Better progress is now being made in lowering the water in the deep level workings at the New Chum Mines. At the Victoria Quartz, the water which on Monday stood at 3073feet, has been lowered 70 feet during the past four days. The pumping service at the New Chum Railway was in operation yesterday, and the winding plant is fully occupied. There is a considerable quantity of water toraise, and the companies have a difficult task before them. Bendigo Advertiser 5/8/1910 Page 2. Document from Albert Richardson Collection of mining history.gold, drainage problems, new chum drainage association, new chum mines drainage problems 1910, bendigo advertiser 3/8/1910 page 2, mr j h craig, victoria reef quartz, lazarus, new chum railway, bendigo advertiser 5/8/1910 page 2, albert richardson

Handwritten notes from the Bendigo Advertiser 5/7/1910 Page 3. 'New Chum Mines. Yesterday, Mr H. V. Whetelaw, officer in charge of the local survey branch, Mines Dep't accompanied by Inspector Ross, made their first inspection. Water has reached the 3224 ft. level. Now 1530 feet of water in shaft, including the workings below the 3324 ft. level. Bailing been carried on at the Victoria Quartz, Lansell's 180, 222, and New Chum Consolidated. It will take a week or more to get the Lazarus plant in readiness. Then the shaft will have to examined. At Lansell's 222, the water is 18 ft. below the No 18 level, New Chum Consolidated - 18 ft. below, the 1910 ft. Plat.' Bendigo Advertiser- New Chum Mines - 5/7/1910 Page 3. Document from Albert Richardson Collection of mining history.gold, drainage problems, new chum drainage association, victoria quartz drainage problems, bendigo advertiser 5/7/1910 page 3, mr h v whitelaw, mines dept, inspector ross, victoria quartz, lansell's 180, 222, new chum consolidated, lazarus, albert richardson

Handwritten copy of a report from the Bendigo Advertiser 25/7/1910. 'A Weeks Record. On Monday, July 18th, water level at Victoria Quartz was 3034 feet. On Saturday (July 23rd) the water had only been lowered to 3059 feet. A gain of 25 feet for a week. Document from Albert Richardson Collection of mining history.gold, drainage problems, new chum drainage association, drainage problems new chum line, victoria quartz, bendigo advertiser 25/7/1910 & 23/7/1910, albert richardson

Two handwritten copies of a Bendigo Advertiser report 16/6/1910 Page 7. This is a longer version of 3600.14. It was thought that the rush of water was from a dam bursting in one of the other mines, but as the water showed no signs of slowing that theory was discarded. The temperature of the incoming water was much higher than the Victoria Quartz was accustomed to bail, and this circumstance is significent in view of the increased temperature of the water at the deep levels in the New Chum Railway. Some months ago, the water commenced to flow from the New Chum Railway workings into the New Shenandoah, which is the next mine north. The water rose so rapidly that a disaster was narrowly averted. The mines along the line were connected at different levels and with the cessation of bailing at the deep levels in the southern mines, it was only to be expected that the water would find its way north to the Victoria Quartz. The water raised from the operating mines under the direction of the New Chum Drainage Association, a yeart or two ago used to exceed six million gallons per month. At that time there were eight companies bailing water, and even then some of the plants, especially those at the deep mines, were severely taxed in coping with the water, and performing ordinary work. Since some mines had discontinued bailing, the water has been filling up extensive workings, and as was predicted in the ''Advertiser'' some time ago, the Victoria Quartz Company could not expect to succeed with its deep sinking project without making some special provision for raising the water, which ultimately would become a source of trouble. The Victoria Quartz Company was allotted a special grant of 10,000 pound to assist in sinking the shaft 1000 ft from the 4254 ft level. Under the conditions of the grant, the Company had to contribute half the cost of the sinking, and the raising of the water has also been an exensive item. For the present, all attention will be concentrated in lowering the water, and should the appliances prove unequal to the task the deep sinking scheme can only be accomplished by resorting to some comprehensive system of combating the water'. Document from Albert Richardson Collection of mining history.document, gold, drainage problems, drainage problems, inrush of water at the victoria quartz, bendigo advertiser 16/6/1910 page 7, mine reports 13/6/1910, victoria quartz, lansell's 180, mr stevens, mr w abraham, new chum & victoria mine, new chum railway, new shenandoah, new chum drainage association

Handwritten notes from a Bendigo Advertiser report, Thursday June 16th 1910. Management had for some time been apprehensive that the flooding in the deep mines to the south would affect them. Lansell's 180 took the precaution of baling. On the Tuesday night the men at the Victoria Quartz had a sensational experience. The storage dam at 3324 ft level receives the overflow from the flooded mines to the south. The level connects with the 3310 level at the Big 180. The water flows uninterrupted into thestorage dam which has a capacity of about 270 tanks. The dam had been emptied on Tuesday morning and work continued until 10 pm that night. The platman noticed that the water was coming down the shaft in a regular torrent. They didn't take much notice as they thought it was a leakinig outlet valve on the ascending tank. At 11 pm the releiving shift came down the shaft and said that the dam at 3,324 ft must be overflowing. The velocity of the water pouring down the shaft increased and the men made a hurried exit from the bottom of the shaft which is down 310 ft from the 4.254 ft plat (a total depth of 4,564 ft). An inspection of the dam at the 3324 ft level found it to be overflowing. By morning (Wednesday) the shaft had filled, and the water rose to 7 ft in the plat at 4254 feet. Mining inspector hgave orders that men were not to go below the 3324 ft level. Baling continued without cessation at the Big 180 all day and could not lower the water. Drilling machines etc and a powerful air winch at the 4254 ft plat are under water. An inspection made of the 3100 ft level at the 180 mine where the workings are connected with the New Chum & Victoria showed that water was running strongly from that mine proving that the inrush was due to flooded water from the southern deep mines to the south. Document from Albert Richardson Collection of mining history. Document from Albert Richardson Collection of mining history.document, gold, drainage problems, new chum drainage scheme, miners sensational experience at the victoria quartz, bendigo advertiser 16/6/1910 page7, lansell's 180, big 180, new chum & victoria

Handwritten copy of a report in the Bendigo Advertiser 12/7/1910 Page 2. New Chum Mines. Progress of Bailing Operations. The bailing operations at the New Chum mines have not yet had the desired effect of lowering the water. On the contrary the water continues to rise in the Victoria Quartz which is the mine most directly affected. It is expected that the necessary preparations at the Lazarus will be completed today when it is hoped that bailing will be commenced at that mine. The success of the bailing scheme will largely depend on the efforts of the Lazarus to cope with the water and the progress made during the next few days will be awaited with interest. It is generally believed that the great volume of water is coming north from the southern group of mines. The companies south of the New Chum Consolidated are not bailing, and the pumping service at the New Chum Railway which is installed down to the 550 ft. level has not been operated since that company abandoned work a few months ago. A perusal of the statistics of the New Chum Drainage Association shows that the pumps at the New Chum Railway were lifting on anaverage close on 1,000,000 galls of water per month in the winter. That great volume of water is now pouring from storage dams at 550 feet to the deep levels, and in the natural order of things will have to be lifted by the tanking system in vogue at the mines N.' Document from Albert Richardson Collection of mining history.document, gold, drainage problems, new chum drainage association, victoria quartz influx of water, bendigo advertiser 12/7/1910 page 2, victoria quartz, lazarus, new chum consolidated, new chum railway, new chum drainage association

Handwritten copy of Bendigo Advertiser reports of water in New Chum Mines. (1) 'The water rose yesterday, 9 feet in the Victoria Quartz mine and now at 3215 ft. Bgo. Adv 6/7/1910 page 7. (2) 'New Chum Mines. Futile attempts to cope with water. Despite the fact that bailing is being carried on steadily, the water has risen 55 feet in the last 24 hours, and is now up to 3160 feet. New Chum Consolidated has since last week raised 327,000 galls, but the bailing has made no perceptible difference. The Lazarus to start on Monday.' Bgo Adv 9/7/1910 Page 9. (3) Letter to Adv by A. L.N. Excerpts. 'Bailing should have commenced at New Chum Railway.' 'The bulk of water is at South end. 3.5 million galls per month, divided between South Belle Vue, Eureka Extended and New Chum Railway.' 'In black and white, the Railway in the wet season, July last year with the aid of the Cornish Lift, raised 2.25 million galls, besides attending to those employed below.' 'Safe to say that 3.5 million galls per month could be raised from the present water level.' 'The plant is strong with abundance of steam space which would allow the firewood to be used economically under the barborous Cornish Boiler or wood-eaters'. Bgo Adv 14/7/1910. Document from Albert Richardson Collection of mining history.document, gold, drainage problems, new chum drainage association, water in new chum mines, victoria quartz, new chum consolidated, lazarus, new chum railway, south belle vue, eureka extended, cornish lift, bendigo advertiser 6/7/1910 page 7, bendigo advertiser 9/7/1910 page 9, bendigo advertiser 14/7/1910

Handwritten copy of Bendigo Advertiser report 22/6/1910. 'Victoria Quartz. At time of inrush of water on Tuesday night, the shaft had reached a depth of 4,614 feet. Water has since risen in the shaft to above the 4,154 ft. plat and the large workings at 4,254 feet and 4,154 feet have also been filled. As there are no reef workings from 4154 feet to 3,424 feet, the waters will no doubt rise rapidly until that level is reached'. Document from Albert Richardson Collection of mining history.document, gold, drainage problems, new chum drainage association - drainage problems victoria quartz, bendigo advertiser 22/6/1910 page 7, victoria quartz

Handwritten notes from the Bendigo Advertiser 22/6/1910, listing the mine, Gallons baled, Deepest depth baled from, Total amount Rec'd, ? ? Coy for Financial Year ended 30/6/1908. Mines mentioned are: New Chum Railway, Eureka Ext'd, New Chum Con'd, Lazarus, Garibaldi, Lansells 180, Victoria Quartz, Lansell's 222, New Chum & Vic., Shamrock and New Shenandoah. Note along the side: re - Vict Quartz Inrush Water. Adv. Wed. 22/6/1910. (b) Handwritten notes on the New Chum Drainage Ass'n 1905 - 1908 from the Bendigo Advertiser 22/6/1910. Listed is the Year, Water Raised (Gallons), Total Amount Re?ed and Amount Re? Coys. The New Chum Drainage Ass'n was formed in 1901 and practically ceased to exist in 1908. Victoria Quartz at time of inrush of water on Tuesday night, the shaft had reached a depth of 4,614 feet. Water has since risen in the shaft to above 4,154 ft plat & the large workings at 4,254 feet, and 4,154 feet have also been t filled. As there are no reef workings from 4,154 to 3,424 feet the water will no doubt rise rapidly until that level is reached. Document from Albert Richardson Collection of mining history.document, gold, drainage problems, new chum drainage association, drainage 1905 - 1908, bendigo advertiser 22/6/1910, victoria quartz, new chum railway, eureka ext'd, new chum con'd, lazarus, garibaldi, lansell's 180, lansell's 222. mew chum & vic, shamrock, new shenandoah