Australia is governed by a Federal Government and by six State Governments. National coordination of their respective geodetic survey and topographic mapping activities is effected on the advice of a National Mapping Council. Twenty years ago, at least 95% of Australia was poorly mapped and what maps existed were in need of revision. only a small area of the continent was covered by horizontal geodetic control and there was no scheme for a national levelling survey. Over the intervening period there has been an urgent and increasing demand for topographic maps varying from large scale contoured maps in support of specific engineering projects to rapid reconnaissance maps required for mineral prospecting in remote areas. Superimposed on this has been a defence requirement, specifically for military training areas, and generally for maps of the whole country. During the period much progress has been made. This paper reports on the progress from early colonial days through to the present time and finally hazards a prediction of future trends.Photocopy of 18-page typed report including diagrams, stapled top left-hand corner. Geodetic Survey and Topographic Mapping a Report by BP Lambert Director of National Mapping, Department of National Development, Canberra, Australia, 1968.royal australian survey corps, rasvy, fortuna, army survey regiment, army svy regt, asr, national mapping

Sepia toned photograph showing Geodetic camp of the survey team working on the Geodetic line marking the border between N S W and Victoria from Cape Howe to nearest source of the Murrary River Gippsland Victoriapublic works, road construction and maintenance

Taken while surveying western half of Victoria to South Australian Border.Theodolite in foreground. Behind Surveyor in hat, shirt, long pants. Directly behind is Survey technician in hat, Tee shirt and shorts. Surveyor unknown. Assistant Alan Edward Tangey of Stawell. Reverse 4 2 2 6

Lakes Entrance Grid reference, Cunninghame 8522.3.4 896.082, on ten acre site with trig point, it is from this point that all the survey for the surrounding areas was undertaken. Part of the Vic Geodetic Survey initiated in 1860 by Ellery Survey started from triangulation base in Werribee. (Grid ref B'dale 8422)Colour photograph of the Victoria Geodetic Survey Triangulation Station, Trig Station, situated off Ocean View Parade, Merrangbaur Hill. Location is indicated by ground point and standing structure, situated on an elevated bush block. Lakes Entrance Victoriasurveying, township planning

This is a set of 1photographs of surveyors in the field measuring distances using chains, taking observations using theodolites and operating electric distance measurement equipment. They were probably employed in establishing mapping and geodetic control operations or the surveyors may have been in training. The photos were most likely taken in the 1950s and 1960s. Photos .1P to .6P feature personnel setting up geodetic survey chaining equipment to measure distances. The surveyor in Photo .5P is LTCOL Howard Angus Johnson MBE who served from 1936 to 1954. The RA Svy surveyor in photos .7P to .12P were using a theodolite to take angular measurements. They were usually supported by an observer who recording their readings on a booking form. The surveyor in Photo .10P and .11P is LTCOL Jorge Gruszka, who served from 1955 to 1985. He was CO of the Army Survey Regiment from 1982 to 1985. The surveyor in photo .13P is cutting an identification blaze on a tree using a hammer and chisel. The tellurometer in Photos .14P to .16P was a MRA1 microwave Electronic Distance Measuring instrument (EDM) introduced in 1958. It and later models were man-portable systems that improved geodetic survey efficiencies for rapid network extension and densification replacing triangulation with EDM and theodolite traverse sometimes using Bilby Towers to extend line lengths. The surveyor with the slouch hat is Colonel James ‘Jim’ Leslie Stedman, who served from 1941 to 1978. He was Director of Military Survey from 1975 to 1978 and was appointed as Colonel Commandant (honorary appointment, Retd) of the Royal Australian Survey Corps from 1978 to 1983. Jim Stedman is demonstrating EDM equipment.This is a set of 17 photographs of surveyors in the field measuring distances using chains, taking observations using theodolites and operating electric distance measurement (EDM) equipment. c1950s – 1960s. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, black & white, c1950s, unidentified personnel using geodetic survey chaining equipment. .2) to .4) - Photo, black & white, c1950s, geodetic survey chaining equipment. .5) – Photo, black & white, c1950s, Jim Stedman using geodetic survey chaining equipment to measure distances. .6) - Photo, black & white, c1950s, Unidentified personnel geodetic survey chaining equipment. .7) – Photo, black & white, mounted on card, c1950s. Unidentified surveyor undertaking observations on a coral reef using a theodolite. .8) – Photo, black & white, c1950, unidentified surveyor undertaking observations with a Tavistock theodolite. .9) – Photo, black & white, mounted on green card, c1950s. Unidentified surveyor undertaking observations using a plane table. .10) – Photo, black & white, c1955, Jorge Gruszka undertaking observations with a theodolite. 7/55 Basic Survey Course Balcombe. .11) – Photo, black & white, c1950s, Jorge Gruszka undertaking observations with a theodolite. .12) – Photo, black & white, c1946-1948, unidentified surveyor undertaking observations with a theodolite to gain control for the mapping of the Snowy Mountain Diversion Scheme. .13) – Photo, black & white, c1950s, unidentified surveyor cutting a blaze in a tree. .14) and .15) – Photo, black & white, c1960s, Jim Stedman demonstrating EDM equipment. .16) – Photo, black & white, c1960s, L to R: Jim Stedman (probably) and unidentified surveyor demonstrating EDM equipment. .17) – Photo, black & white, 1956, Operation Cutlass - Surveyors SPR W. Crane and J.A. Campbell undertaking observations with a theodolite in extreme conditions..1P on back - First Order Chaining Equipment .2P on back - First Order Chaining Equipment .3P on back - Full catenary 1800 – 1960 replaced by EDM .4P on back - First Order Chaining Equipment .5P on back - H.A. Johnson, Benambra baseline? 1st Order Chaining .6P on back - Chaining .7P on front - Difficult observing conditions especially when the tide is in. The station is sighted (sic) on a coral reef. .8P on back - Tavistock. .10P on back of duplicate in Photo Folder 14 – George (sic) Gruszka 7/55 Basic Survey Course Balcomme (sic) 1955/56 .14P and .15P on back - Jim Stedman demonstrating early EDM equipment.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

Wooden box inlaid on top and front with hard white material (unknown) printed with sprays of violets. Box has metal decoration: images of violets surrounded by metal edging, ornate corner scrolls. Written on piece of paper stuck inside box: 'The Violet Box. This box is a relic of Bendigo Survey Office where the Pinniger family lived from 1878 to 1890. The box originally belonged to a Mr. Black, who with Grandfather (T.W. Pinniger) and the others, Messrs. Allen and Turton, did the first geodetic survey of Victoria. To be given to Bendigo Historical Society' Newspaper article (Bendigo Advertiser July 16, 2009, by Jim Evans) included in enclosure relates to the 'Violet Box', and other early surveyors such as Richard Larritt.bendigo, sandhurst, geodetic, survey, pinniger, black

These three photographs were most likely taken from the 1950s to the 1970s. The RASvy surveyor in each photograph was taking angular measurements with the observer recording their readings on a booking form. They were probably employed in establishing mapping and geodetic control operations or the surveyors may have been in training. Photo .1P was possibly taken at Mount Alexander in Central Victoria, a location close to Bendigo, as the stone cairn in the background of the photo appears to be identical to the cairn presently located on top of the mountain. Personnel and location have been confirmed on another photo in the collection with annotation. These three photographs are of surveyors in the field undertaking observations using theodolites. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, black & white, c1950s. Unidentified personnel undertaking observations with a Tavistock geodetic theodolite. .2) – Photo, colour, mounted on card, c1960s. Unidentified personnel undertaking observations with a Kern DKM2 theodolite. .3) - Photo, colour, c1970s. Unidentified personnel undertaking observations with a theodolite..1 – not annotated .2 –annotated on front “Kern DKM2, TOPO 10” royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

This is a set of five photographs of surveyors and support staff in the field undertaking duties in North Queensland and Torres Strait in 1961. The surveyors were employed in the establishment of mapping and geodetic control. In this era surveyors used theodolites to observe horizontal and vertical angles and tellurometers to measure base line distances between survey stations. In photo .2P Joe Farrington is seen taking survey observations using a Tavistock V500 Series Tavistock theodolite at a survey station between the Edward River and Aurukun in the Cape York Peninsula. The Gulf of Carpentaria appears in the background. From 1957 helicopter transport of survey parties revolutionised transport in remote areas. The civilian helicopter was hired from TAA. This is a set of five photographs of surveyors and support staff in the field undertaking duties in North Queensland and Torres Strait in 1961. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1961. Andy Millar occupying a survey station on a hill in the Cape York Peninsula, QLD. .2) - Photo, colour, 1961. Joe Farrington taking observations with a V500 Series Tavistock geodetic theodolite at a survey station in the Cape York Peninsula, QLD. .3) - Photo, colour, 1961. Daryl Parker taking a break from survey observations on a hill located on Duaun Island QLD, in the Torres Strait, a few miles south of the PNG coastline. Hill height was 975 ft. .4) - Photo, colour, 1961. Three Torres Strait divers L to R: unidentified, Darku and Ray Mau Daryl standing behind a Tavistock geodetic theodolite on a hill located on Duaun Island QLD, in the Torres Strait, a few miles south of the PNG coastline. .5) - Photo, colour, 1961. Andy Millar holding meat from a small turtle on Duaun Island QLD, in the Torres Strait, a few miles south of the PNG coastline. An unidentified Duaun Island local appears in the background..1P to .5P annotated on back – personnel names, the year and the location. royal australian survey corps, rasvy, army survey regiment, asr, army svy regt, fortuna, surveying

This is a set of seven photographs of Royal Australian Survey Corps surveyors setting up observation towers in the field and undertaking survey observations during mapping and geodetic control operations. c1950s. Survey observation towers were used mainly to take angular measurements in flat or heavily forested terrain, where height was necessary to achieve observer’s line-of-sight between field survey station. The Bilby Tower seen in photo .5P was erected to a height of 75 feet (23m) above ground level. The use of the Bilby Tower in Topographic Squadron’s field survey operations from 1955 to 1966 is described in page 54 of Valerie Lovejoy’s book 'Mapmakers of Fortuna – A history of the Army Survey Regiment’ ISBN: 0-646-42120-4. CAPT George Ricketts’ period of service was from 1942 to 1976 reaching the rank of LTCOL. It is noted in page 35 of Valerie Lovejoy’s book that then SGT Ricketts hand lettering skills came to the fore from his contribution to the draughting of one of the Japan’s Instruments of Surrender in 1945.This is a set of seven photographs of Royal Australian Survey Corps surveyors setting up observation towers in the field and undertaking survey observations during mapping and geodetic control operations. c1950s. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, black & white, c1950s, ‘Bilby’ survey observation tower. .2) - Photo, black & white, c1950s, CAPT George Ricketts climbing ‘Bilby’ survey observation tower. .3) - Photo, black & white, c1950s, geodetic survey equipment on ‘Bilby’ survey observation tower. .4) - Photo, black & white, c1950s, two unidentified field surveyors on ‘Bilby’ survey observation tower. .5) - Photo, black & white, c1950s, two unidentified field surveyors, with CAPT Ricketts climbing ‘Bilby’ survey observation tower. .6) - Photo, black & white, c1950s, two unidentified field surveyors undertaking observations on survey observation tower. .7) - Photo, black & white, c1950, two unidentified field surveyors erecting or dismantling a survey observation tower..1P with paper tag annotated ‘Bilby Tower’ .4P on back – ‘Bilby Tower’. .5P on back – ‘Survey Observing Tower. Observing tower used for angular measurement in flat country. 75’ high – CAPT Ricketts climbing. .6P, .7P on back. ‘1960s?’royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

Four page report presented to both houses of parliament by Surveyor General CH W Ligar dated 1859-60. Object of survey to establish the best method of delineating the boundaries of new allotments in the colony. Geodetic method recommended.bendigo, history, allottment survey

This is a set of 10 photographs of surveyors and support staff in the field undertaking duties in the Northern Territory and North Queensland in 1959 – 1960. The surveyors were employed in the establishment of mapping and geodetic control. In this era surveyors used theodolites to observe horizontal and vertical angles and tellurometers to measure base line distances between survey stations. Laplace survey observations seen in Photo .1P was a series of precise observations carried out at geodetic survey stations to determine astronomic latitudes, longitudes and azimuths to achieve maximum precision in the survey network. Laplace observations were necessary in a geodetic network at every 6th survey station, however the National Mapping Council specified at this time the spacing would be ideally between 4-6 survey stations. The cairn shown in photo .4P was built by RASvy as a landmark over a trigonometric survey station. It was dismantled in 1960 to enable re-occupation and survey observations. It was not restored to the condition shown in the photo.This is a set of 10 photographs of surveyors and support staff in the field undertaking duties in the Northern Territory (NT) and Queensland (QLD) in 1959 – 1960. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1959. Tony Slattery occupying a Laplace survey station on a hill in the Mount Young area of the NT. .2) - Photo, colour, 1959. Surveyors’ camp in the Mount Young area of the NT, L to R: Spencer Snow and Tony Slattery. .3) - Photo, colour, 1959. Surveyors’ camp in the Peckman Hill area, near Katherine in the NT. .4) - Photo, colour, 1959. Cairn on Trig Hill, Borroloola, NT. Built by Spencer Snow, Tom Royle and Jack McCabe. .5) - Photo, colour, 1959. Survey party taking a break next to their Austin Champ vehicle, in transit between Katherine, NT and Wyndam WA. L to R: Tony Slattery, Dave Owens, John Van De Graff. .6) - Photo, colour, 1960. Surveyors’ camp between Mount Isa, QLD and Borroloola, NT. L to R: Pat Cox and John Van De Graff prepare their meal on an open fire. .7) - Photo, colour, 1960. Surveyor - Dennis Woods undertaking survey observations, using MRA1 tellurometer to measure base-line distances NW of Mount Isa, QLD. .8) - Photo, colour, 1960. Unidentified surveyors assessing recovery of their stalled Studebaker truck vehicle after attempting a water crossing in the NT. .9) - Photo, colour, 1960. Unidentified surveyor making batches of bread at a camp in the NT. Seen in the photo placing a lid with hot coals onto the camp oven. .10) - Photo, colour, 1960. Unidentified survey party occupying a survey station on a hill in the Mount near the Lawn Hill area, NW of Mount Isa, QLD. A MRA1 tellurometer to measure base-line distances appear on the right side of the photo. .9) - Photo, colour, 1960. Unidentified surveyors assessing recovery of their stalled Studebaker truck vehicle after attempting a water crossing in the NT. .10) - Photo, colour, 1960. Unidentified surveyor making batches of bread at a camp in the NT. Seen in the photo placing a lid with hot coals onto the camp oven. .1P to .10P annotated on back – personnel names, the year and the location. royal australian survey corps, rasvy, army survey regiment, asr, army svy regt, fortuna, surveying

This is a collection of 20 photographs of Royal Australian Survey Corps phases of map production at the School of Military Survey, Bonegilla, the Army Survey Regiment, Bendigo, and the Army Map Depot, Bandiana circa 1990. Colour photos are on 35mm slide film and were scanned at 96 dpi. They are part of the Army Survey Regiment’s Collection. Photo .1P was probably taken on a survey station overlooking Lake Hume near Albury-Wodonga. The field party occupying the survey station was likely from a Map Control Survey course conducted by the School of Military Survey, Bonegilla. This survey station was part of a geodetic network used in field survey training and RASvy’s Lake Hume Test Range. Photos .3P to .16P were taken at the Army Survey Regiment, Bendigo and photos .17P & .18P were taken at the Army Map Depot, Bandiana. Photo .19P depicts a map of RASvy’s ARA units before the disbandment of 5th Field Survey Squadron, Perth and 2nd Field Survey Squadron, Sydney in 1990. This is a collection of 20 photographs of map production processes taken at the School of Military Survey, Bonegilla, the Army Survey Regiment, Bendigo, and the Army Map Depot, Bandiana circa 1990. Colour photos are on 35mm slide film and were scanned at 96 dpi. They are part of the Army Survey Regiment’s Collection. Photo .2P is printed on photographic and scanned at 300 dpi. .1) – Photo, colour, c1980s. Geodetic Surveying: AN/PRR-14 Geoceiver antenna on hill surrounding Lake Hume. Series 3 Land Rover, field party tent and survey station beacon in background. .2) – Photo, black & white, c1980s. Geodetic Surveying: AN/PRR-14 Geoceiver antennas set up at the School of Military Survey, Bonegilla, Victoria. .3) – Photo, colour, c1990. Aerotriangulation: Wild PUG4 point transfer device, SSGT Bruce Hammond. .4) – Photo, colour, c1990. Aerotriangulation: Zeiss (Jena) Stecometer, SSGT Bruce Hammond. .5) – Photo, colour, c1990. Aerotriangulation: computer tape maintenance, SSGT Noel McNamara. .6) – Photo, colour, c1990. AUTOMAP 2: computer tape maintenance, SPR Nadine (Paul) Read. .7) - Photo, colour, c1990s. AUTOMAP 2: Optronics 4040 scanning/film output in Lithographic Squadron, SGT Sherri (Dally) Burke. .8) - Photo, colour, c1990s. AUTOMAP 2: Benson verification plotter output, SPR Nadine (Paul) Read. .9) – Photo, colour, c1990. Aerotriangulation: data management, SGT Neil ‘Ned’ Kelly. .10) & .11) - Photo, colour, c1990s. AUTOMAP 2: Wild B8 Aviograph stereoplotter Feature Extraction, unidentified technician. .12) - Photo, colour, c1990s. AUTOMAP 2: Graphic Edit Workstation, SPR Nadine (Paul) Read. .13) - Photo, colour, c1990s. AUTOMAP 2: Graphic Edit Workstation, SPR Dawn Hoadley. .14) & .15) - Photo, colour, c1990s. AUTOMAP 2: Graphic Edit Workstation, unidentified technician. .16) – Photo, colour, c1990s. Heidelberg Speedmaster 102 computer-controlled five colour lithographic offset printing press. .17) & .18) – Photo, colour, c1990s. Army Map Depot, unidentified storeman, Bandiana. .19) – Photo, colour, c1990. RASvy ARA Unit Locations before disbandment of field units in Perth and Sydney. .20) – Photo, colour, c1990. Set of overlapping aerial photography..1P, .3P to .20P - Some equipment is identified on the frame of the 35mm slides.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, school of military survey, army map depot

This is a set of two photographs of surveyors and support staff in the field undertaking tasks in Victoria 1956 – 1958. The surveyors were employed in the establishment of mapping and geodetic control. In this era surveyors used theodolites to observe horizontal and vertical angles and chains to measure base line distances between survey stations. This is a set of 23 photographs of surveyors and support staff in the field undertaking duties in Victoria 1956 – 1958. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1956. Surveyors enjoying a tea break. L to R: Tom Gilbert (cook), Barry Broad, Tony Slattery, John Van De Graff. Taken at Boonoonar, a locality south of Mildura. .2) - Photo, colour, 1958. Surveyors taking a break from driving. L to R: Leo Bub, Bob Thompson. Taken at Puckapunyal..1P to .2P annotated on back – personnel names, the year and the location. royal australian survey corps, rasvy, army survey regiment, asr, army svy regt, fortuna, surveying

The Hall Cherokee II glider is an American design for amateur construction from plans. The designer was Stan Hall (1915-2009), a professional engineer, who gained extensive experience in the United States aviation industry during World War 2 including the programs for military gliders. He continued to work as an engineer for aircraft manufacturers and as a consultant to the industry after the war. He was active in gliding and, in particular, the home built sailplane movement. The Cherokee II was one of about 10 glider designs that he produced: it came out in 1956. It is understood that over 100 Cherokee gliders have been built. In Australia the number is possibly 10 or 11. The Hall Cherokee VH-GVO was built by R.D Meares of Caringbah, New South Wales. The glider was registered as VH-GVO on 11 October 1973 and given serial number “GFA-HB-82” by the Gliding Federation of Australia. The Logbook for VH-GVO appears to be a complete record of the flying history; in aggregate 210 hours 40 minutes in the air from 331 flights. The first test hop occurred on 29 July 1972 at Camden, New South Wales. VH-GVO was last flown on 22 July 1986. Many of the flights recorded are of one or two hours duration. The glider was last inspected and certified as airworthy and in a reasonable condition at the Hunter Valley Gliding Club in July 1986. Since that time, until transferred to the Australian Gliding Museum, the glider was in storage. Structural restoration work has been completed on the fuselage and one wing. However, inspection of the other wing revealed extensive damage to the ribs and spars and consequently a decision was taken to make it a static exhibit. The exhibit is an example of home built construction of a type that has proved popular amongst amateur glider builders.The Hall Cherokee (formerly registered as VH-GVO) is a single seat wooden home built glider. The glider is constructed from wood, plywood, fabric and metal fittings, all commercial grade except for main wing fittings, pulleys, cables and bolts. The fuselage is simple with four main longerons and bulkheads with diagonal bracing. The wing has two identical solid spars which form a geodetic structure, hence the leading edge is non-structural. Registration VH-GVO – serial number GFA-HB-82 australian gliding, glider, sailplane, hall, cherokee, meares, hunter valley gliding club

This is a set of five photographs of CAPT James ‘Jim’ Leslie Stedman in the field demonstrating the setup of prisms used as electric distance measurement (EDM) receiver reflectors for tellurometer equipment and the sighting of a large surveyor’s light. This equipment was deployed in establishing mapping and geodetic control operations. The photos were most likely taken in the late 1950s or early 1960s. The tellurometers of this era were man-portable systems that improved geodetic survey efficiencies for rapid network extension and densification replacing triangulation with EDM and theodolite traverse sometimes using Bilby Towers to extend line lengths. Jim Stedman later reached the rank of Colonel, was Director of Military Survey from 1975 to 1978 and was appointed as Colonel Commandant (honorary appointment, Retd) of the Royal Australian Survey Corps from 1978 to 1983. Jim Stedman is demonstrating EDM equipment. See item 6180.16P, photos .14) to .16) for more information and photos of Jim Stedman’s EDM demonstration. This is a set of five photographs of a surveyor in the field demonstrating electric distance measurement (EDM) equipment. c1950s – 1960s. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) to .2) - Photo, black & white, c1960s, CAPT Jim Stedman demonstrating the sighting of a large surveyor’s light. .3) to .5) – Photo, black & white, c1960s, CAPT Jim Stedman demonstrating EDM prism equipment. .1P to .5P on back – CAPT Stedman EDM Eqpt.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

William Baragwanath studied at the Ballarat School of Mines, obtained a Geology certificate in 1911. He was born on 01 August 1878 at Ballarat. He joined the Victorian Department of Mines in 1897 and was Chief Mining Surveyor from 1924 to 1943. Baragwanath died at Prahran on 20 September 1966. See Book 2 - Catalogue Number 4530Marbled card covered exercise book with brown tape spine containing handwritten notes by William Baragwanath on Astronomy and astronomical, geodetic, geights and distances, North Line Latitue, Lime, etc., problems . Headings include: Astronomy refraction Correction for Semi diameter Determination of True Meridian Elongation Observation Latitude Determining the TIme Convergence of Meridian Barometric Measurement of Heights Formulae Latitude Observation On the Division of Land Calculations for Observations by a Single Altitude Computations Triginometrical Rations of Two Arcsballarat school of mines, astronomy, william baragwanath

This is a set of four photographs of surveyors and support staff in the field undertaking duties in Dogera, Milne Bay Province and Kerema, Gulf Province of PNG in 1962. The surveyors were employed in the establishment of mapping and geodetic control. In this era surveyors used theodolites to observe horizontal and vertical angles and tellurometers to measure base line distances between survey stations. From 1957 helicopter transport of survey parties revolutionised transport in remote areas.This is a set of four photographs of surveyors and support staff in the field undertaking duties in PNG in 1962. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1962. Unloading survey operation stores from a Landing Ship Medium (LSM) at Dogera, Milne Bay Province, PNG. .2) & .3) - Photo, colour, 1962. Hired civilian helicopter Bell 47G-2 helicopters operating at at Dogera, Milne Bay Province, PNG. .4) - Photo, colour, 1962. Survey party at survey station located near Kerema, Gulf Province southern PNG. L to R: Dave Owens, Keith Broadbent, with local villagers in background..1P to .4P annotated on back – personnel names, the year and the location. royal australian survey corps, rasvy, army survey regiment, asr, army svy regt, fortuna, surveying

Thomas Pinniger (1828-1927) was born in England and emigrated to New Zealand before coming to Australia in 1852. With a team of 4 he conducted the first geodetic* survey of Victoria. He became the Government Surveyor for Bendigo in 1853 and in 1854 he laid out the plans for the town of Broadford. His son George, became the Victorian Surveyor General 1925-6. * Large scale mapping based on global measurements of large land masses. It allows corrections for the curvature of the earth.Document detailing the history of district serveyor Thomas Wilkinson Pinniger and his family history.

This is a set of 23 photographs of surveyors and support staff in the field undertaking tasks in New Guinea 1956 – 1957. The surveyors were employed in the establishment of mapping and geodetic control for Project Cutlass, the “Ship-Shore” survey of the New Ireland province. In this survey operation surveyors used theodolites to observe horizontal and vertical angles and chains to measure base line distances between survey stations. Bob Skitch shown in photo .7P was in the 2nd year of his career in the Australian Army. He achieved the rank of Lieutenant-Colonel, and his last appointment was the CO of the Army Survey Regiment from 1976 to 1980.This is a set of 23 photographs of surveyors and support staff in the field undertaking duties during Project Cutlass located in New Ireland, New Guinea 1956 – 1957. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1956. Surveyors travelling main road from Kavieng to Namatanai, New Ireland. .2) - Photo, colour, 1956. Unidentified surveyors assessing recovery of their vehicle after bridge collapsed on west side of New Ireland. .3) - Photo, colour, 1956. Unidentified surveyors assessing recovery of their vehicle after bridge collapsed over flooded creek on west side of New Ireland. .4) - Photo, colour, 1956. Survey personnel L to R: Bev Uwins, John Lambie, Bob Thompson, New Ireland. .5) - Photo, colour, 1956. Survey base camp, New Ireland. .6) - Photo, black & white, 1956-1957. Geoff Helsham with possible human remains, New Ireland. .7) - Photo, black & white, 1956-1957. Bob Skitch undertaking survey observations using Wild T2 theodolite, New Ireland. .8) - Photo, black & white, 1956-1957. Chas Beach undertaking survey observations using Wild T2 theodolite, New Ireland. .9) & .10) - Photo, black & white, 1956-1957. Kev Parker (cook) New Ireland. .11) - Photo, colour, 1957. Brian Berkery taking a break, Top Manor Island, Lihir Island Group off New Ireland. Latitude -2° 46”, Longitude 152° 40”. .12) - Photo, colour, 1957. Survey base camp L to R: Chas Beach, Bev Uwins, Feni Islands, New Ireland. Latitude -4° 05”, Longitude 153° 45”. .13) - Photo, colour, 1957. A Hous Kiap. (Kiaps, known formally as district officers and patrol officers, were travelling representatives of the British and Australian governments), New Ireland. .14) & .15) - Photo, colour, 1957. L to R: Joe Farrington, Tom Royle Bob undertaking survey observations using theodolites from an improvised timber tower, New Ireland. .16) & .17) - Photo, colour, 1957. US Army ship FS216 used for ship-to-shore triangulation docked at Rabaul, New Britain. .18) - Photo, colour, 1957. US Army ship FS216 used for ship-to-shore triangulation docked at Kavieng, New Ireland. Sight target on top of mast. .19) - Photo, colour, 1957. Survey personnel onboard US Army ship FS392, L to R: Peter Frodsham, Bob Thompson, Doc Reid, John Underwood, remainder unidentified, New Ireland. .20) - Photo, colour, 1957. Survey base line party heading ashore, New Ireland. .21) - Photo, colour, 1957. Survey personnel rowing US Army assault boat L to R: Kev Parker, Chas Beach, folded up survey beacons overhanging stern, New Ireland. .22) - Photo, colour, 1957. Les Bailey onboard US Army ship departing Rabaul, New Britain for Brisbane. .23) - Photo, colour, 1957. Ron Newman onboard US Army ship departing Rabaul, New Britain for Brisbane. Active volcano in background..1P to .23P annotated on back – ‘Operation Cutlass’, personnel names, the year and the location. royal australian survey corps, rasvy, army survey regiment, fortuna, a, army svy regt, asr, surveying

.1 The Minute details that the Army Survey Regiment is maintain a contingency production capability until ATSE is operational. .2 The Minute details the Data Aquisition Squadron requirements during the Implementation to ATSE. .3 The Minute details the Hardware, Software, Personnel and skills required during Implementation to ATSE. .4 The Instruction details that the non-core mapping, charting and geodetic (MC&G) activities of the Army Survey Regiment and 4 Fd Svy Sqn were tested under the Commercial Support Program (CSP) process resulting in the decision to award the contract for the provision of non-core mapping services to the ADF to the Preferred In-House Option (PIHO). .1 Contingency Support Capability - Army Topographic Support Establishment (ATSE) Implementation 26 Apr 95 (11 x A4 pages) .2 Data Acquisition Squadron (DAS) Contingency Support Capability - Army Topographic Support Establishment (ATSE) Implementation Apr 95 (4 x A4 Pages) .3 Contingency Support Capability - Army Topographic Support Establishment (ATSE) Implementation 28 Apr 95 (9 x A4 pages) .4 Directorate of Military Survey - Army Instruction for Implementation of the Army Topographic Support Establishment (ATSE) Jun 95 (10 x A4 pages)royal australian survey corps, rasvy, fortuna, army survey regiment, army svy regt, asr, atse

This is a set of seven photographs of surveyors and support staff in the field undertaking duties in North Queensland in 1958. The surveyors were employed in the establishment of mapping and geodetic control. In this era surveyors used theodolites to observe horizontal and vertical angles and chains to measure base line distances between survey stations. Bob Skitch shown in photos .4P to .6P was in the 2nd year of his career in the Australian Army. He achieved the rank of Lieutenant Colonel and his last appointment was the CO of the Army Survey Regiment from 1976 to 1980. The annotation on the back of photo .5P ‘Black foreground is where Bob Skitch boiled billy and started a grass fire’.This is a set of seven photographs of surveyors and support staff in the field undertaking duties in North Queensland in 1958. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, colour, 1958. Surveyor in Nth QLD enjoying a bath. L to R: Don Cocker, Bob Thompson. .2) - Photo, colour, 1958. Don Cocker surveyor in Nth QLD, enjoying a bath. .3) - Photo, colour, 1958. Surveyors Nth QLD undertaking survey observations, using MRA1 tellurometer to measure base-line distances. L to R: Len Davies, Lou Sommer, John Van De Graff. MRA1 was covered to stop overheating. .4) - Photo, colour, 1958. Surveyors south of Richmond, QLD digging holes for the erection of a Bilby observation tower. L to R: John Van De Graff, Bob Skitch, Kev Moody, Mal Hayes, Don Gray .5) - Photo, colour, 1958. Surveyors south of Richmond, QLD erecting a Bilby observation tower. L to R: Tom Royle, Bob Skitch (on ground level), Mal Hayes. .6) - Photo, colour, 1958. Surveyors south of Richmond, QLD erecting a Bilby observation tower. L to R: Tom Royle, Bob Skitch, Mal Hayes, Jim McGill (on ground level). .7) - Photo, colour, 1958. Surveyors south of Richmond, QLD undertaking survey measurements from a Bilby observation tower..1P to .7P annotated on back – personnel names, the year and the location. Annotated on back of .5P ‘Black foreground is where Bob Skitch boiled billy and started a grass fire’.royal australian survey corps, rasvy, army survey regiment, asr, army svy regt, fortuna, surveying

A School of Military Survey Precis, 8 x foolscap sized pages of typed text, stapled and two hole punched. The precis No 3 covers the Observation procedure to be used for 1st, 2nd and 3rd Order Triangulation using the Royal Australian Survey Corps standard Cooke, Troughton and Simms Tavistock or Wild T2. The geodetic model Tavistock with a 5.25" horizontal circle should be used for 1st Order Triangulation and maybe used for 2nd Order Triangulation if specially directed. The standard Tavistock with 3.5" horizontal circle or the Wild T2 should be used for 2nd and 3rd Order observations. The Precis discusses the types of errors, the source of errors and the best ways of managing them. In surveying, triangulation is the process of determining the location of a point by measuring only angles to it from known points at either end of a fixed baseline by using trigonometry, rather than measuring distances to the point directly as in trilateration.A School of Military Survey Precis, 8 x foolscap sized pages of typed text, stapled and two hole punched.royal australian survey corps, rasvy, fortuna, army survey regiment, army svy regt, asr, school of military survey, sms, balcombe

This is a set of four photographs of WO2 Graham Ragless from the Royal Australian Survey Corps demonstrating the operation of Global Positioning System equipment in c1988. The photos were probably taken at the School of Military Survey (SMS), Bonegilla, VIC. Texas Instruments TI4100 portable Global Positioning System (GPS) geodetic receivers were introduced from 1986–1988. The GPS receivers and Ferranti FILS3 helicopter and vehicle mounted Inertial Positioning System (IPS) replaced the TRANSIT satellite receivers. The equipment was deployed to establish the baseline for a GPS controlled air camera and photogrammetric system to significantly reduce the requirement for ground survey to accurately control air photography for topographic mapping. Personnel from the four field survey squadrons at this time were trained at the SMS to operate the TI4100 receivers. Field survey operations using GPS and IPS equipment followed in the late 1980s. This technology is described in more detail in the RA Svy booklet titled An Introduction to Topographic Mapping. See record ID - 6010. WO2 Graham Ragless progressed to the rank of WO1 and was appointed as RSM of the Army Survey Regiment from 1990 to 1992. Refer to item 6186.2P for more photographs of WO2 Graham Ragless demonstrating the TI4100.This is a set of four photographs of a technician from the Royal Australian Survey Corps demonstrating the operation of Global Positioning System equipment in c1988. Colour photos are on 35mm slide film and were scanned at 96 dpi. .1) to .4) - Photo, colour, c1988, WO2 Graham Ragless demonstrating the operation of a TI4100 GPS receiverThere are no annotations.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

This is a set of two photographs of WO2 Graham Ragless from the Royal Australian Survey Corps demonstrating the operation of Global Positioning System equipment in c1988. The photos were probably taken at the School of Military Survey (SMS), Bonegilla, VIC. Texas Instruments TI4100 portable Global Positioning System (GPS) geodetic receivers were introduced from 1986–1988. The GPS receivers and Ferranti FILS3 helicopter and vehicle mounted Inertial Positioning System (IPS) replaced the TRANSIT satellite receivers. The equipment was deployed to establish the baseline for a GPS controlled air camera and photogrammetric system to significantly reduce the requirement for ground survey to accurately control air photography for topographic mapping. Personnel from the four field survey squadrons at this time were trained at the SMS to operate the TI4100 receivers. Field survey operations using GPS and IPS equipment followed in the late 1980s. This technology is described in more detail in the RA Svy booklet titled An Introduction to Topographic Mapping. See record ID - 6010. WO2 Graham Ragless progressed to the rank of WO1 and was appointed as RSM of the Army Survey Regiment from 1990 to 1992. Refer to item 6226.4P for more photographs of WO2 Graham Ragless demonstrating the TI4100.This is a set of two photographs of a technician from the Royal Australian Survey Corps demonstrating the operation of Global Positioning System equipment in c1988. Colour photos are on 35mm slide film and were scanned at 96 dpi. .1) and .2) - Photo, colour, c1988, WO2 Graham Ragless demonstrating the operation of a TI4100 GPS receiverThere are no annotations.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

This is a set of four photographs of Bell 47G-2 helicopters used in Royal Australian Survey Corps Field Operations. c1965. From 1957, helicopter transport of survey parties revolutionised transport in remote areas. The most common helicopter used by the Royal Australian Survey Corps at this time was the civilian Bell 47G-2 and the Sioux, the Australian Army’s’s equivalent. equivalent. From 1964 an Aerodist MRC2 airborne Electronic Distance Measuring (EDM) system was extensively used for topographic surveys over long distances by trilateration to replace traverse requiring survey station intervisibility. In 1965 the command field survey unit personnel attached to the Army Survey Regiment’s Topographic Squadron were used mainly in support roles such as station clearing, tower operations, station monumenting, Aerodist computations, forward base operations, geodetic observations on the north-south traverse and logistic support for Remote teams. .1P is a photo of a civilian Bell 47G-2 helicopter Registration / Serial VH-UTB owned by Helicopter Utilities from Mascot, NSW c1965. In the background of this photograph is three personnel and vehicles at a field survey camp. The left-hand vehicle is a Willys Jeep with trailer and on the right is probably a Truck, 2 1/2 ton, 6x6, General Service GMC. The Bell 47G-2: VH-UTB was destroyed, and its pilot killed in tragic circumstances during a civilian survey operation on Cape York Peninsula in June 1966. .2P is a photo of a a civilian Bell 47G-2 helicopter Registration / Serial VH-IHB taken in Wyndham, WA. As the letters ‘TAA’ appear on the fuselage, the helicopter was charted from Trans Australian Airways. .3P is a photo of a Bell 47G-2: VH-UTC with survey camp in background. .4P is a photo of a Bell 47G-2 equipped with floats and unidentified personnel loading stores, possibly in Darwin. Acknowledgement: Royal Australian Survey Corps – Aerodist Years 1964-1975 Version 2021.0 Authored by Peter Jensen.This is a set of four photographs of civilian Bell 47G-2 helicopters used in Royal Australian Survey Corps Field Operations. c1965. The photographs were printed on photographic paper and are part of the Army Survey Regiment’s Collection. The photographs were scanned at 300 dpi. .1) - Photo, black & white, c1965, Bell 47G-2 helicopter: VH-UTB with survey camp in background. .2) - Photo, black & white, c1965, Bell 47G-2 helicopter: VH-IHB with survey station in foreground. .3) - Photo, black & white, c1965, Bell 47G-2 helicopter: VH-UTC with survey camp in background. .4) - Photo, black & white, c1965, Bell 47G-2 helicopter: Unidentified personnel loading stores possibly in Darwin..2P – annotated on bottom of photo ‘Wyndham Area – Helicopter drops observing party’ The other photographs are not annotated.royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, surveying

This is a set of 30 photographs of Royal Australian Survey Corps (RA Svy) personnel from Central Comd Fd Svy Unit (Adelaide) on Aerodist survey operation - Project C4 in Eastern Arnhem Land, Northern Territory in 1967. Photos of personnel were taken either at the operations base at Numbulwar or the main base at Gove (Nhulunbuy). RA Svy conducted nineteen Aerodist operations for 12 years from 1964 to 1975. Aerodist MRC2 was a tellurometer-based system adapted for aircraft to accurately measure distances between non-intervisible ground survey stations, using the aircraft as an intermediate station. Lower order geodetic results could be achieved by survey network trilateration. The measured distances between stations formed survey networks from which each station’s latitude and longitude was computed. Aerodist MRC2 was RA Svy’s major horizontal control survey tool for mainly medium scale topographic mapping (scale 1:100,000 Class A being spatially accurate to within 50 metres) in PNG, northern NT, north-west WA, Kalimantan Barat (West) Indonesia, Sumatra Indonesia, Gulf of Carpentaria and Cape York, QLD. In 1967, the Aerodist MRC2 Master equipment was installed in the aircraft featured in this set of photos, Executive Air Services’ (Essendon VIC) Grand Aero Commander VH-EXX. It was the same aircraft type and company contracted to Division of National Mapping for Aerodist MRC2 surveys. From July to October 1967 the aircraft was attached to Central Comd Fd Svy Unit (Adelaide - Major Don Ridge) on Project C4 eastern-Arnhem Land NT, where 317 Aerodist lines measuring 17,300 line miles were successfully completed. This was the most productive Aerodist project thus far. The most common helicopter used by RA Svy up to 1972 was the civilian Bell 47G-2 and the Sioux Light Observation Helicopters (LOH), the Australian Army’s equivalent featured in this photo set. These light observation helicopters had a limiting load carrying capacity of up to about 500 pounds. By comparison, one Aerodist team including two people weighed up to 1,500 pounds. Source: Royal Australian Survey Corps – Aerodist Years 1964-1975 by Peter Jensen. This is a set of 30 photographs of Royal Australian Survey Corps (RA Svy) personnel on Aerodist survey operations in Eastern Arnhem Land, Northern Territory in 1967. The photographs are on 35mm negative film and scanned at 96 dpi. They are part of the Army Survey Regiment’s Collection. .1) to .4) - black & white, 20th August 1967, Project C4 Aerodist Operations Base - Numbulwar, NT. .5) - Photo, black & white, 1967. Probable wrecked Indonesian fishing vessel. .6) to .8) - Photo, black & white, 1967. Unidentified survey operations base, L to R: unidentified personnel. .9) - Photo, black & white, 1967. Unidentified survey operations base, unidentified soldier driving a Haflinger 4x4 Light utility vehicle. .10) - Photo, black & white, 1967. Unidentified survey operations base, L to R: unidentified technician. .11) - Unidentified technician reading two survey altimeters to compute corrections to the measured distances for atmospheric refraction and to compute the sea level distances from the slope distances aircraft to the ground stations. .12) - Photo, black & white, 1967. Unidentified survey operations base, L to R: unidentified personnel. .13) to .16) - Photo, black & white, 1967. Unidentified personnel operating remote Aerodist MRC2 ground instruments. .17) to .18) - Photo, black & white, 1967. Unknown RA Svy office location. .19) to .20) - Photo, black & white, 1967. Aerodist MRC2 Master equipment. .21) to .22) - Photo, black & white, 1967. Aero Commander VH-EXX probably at Gove, NT, Central Comd Fd Svy Unit (Adelaide) – OC Major Don Ridge. .23) to .25) - Photo, black & white, 1967. Aero Commander VH-EXX probably at Gove, NT. Unidentified personnel. .26) - Photo, black & white, 1967. Aero Commander VH-EXX probably at Gove, NT. Aerodist antenna pods are visible on the aircraft. .27) to .29) - Photo, black & white, 1967. Australian Army Sioux Light Observation Helicopter (LOH) probably at Gove, NT. .30) - Photo, black & white, 1967. Panelled U337 survey station, visible as a white cross on aerial identification photo..1P to .2P – date and location on edge of film negative. .5P to .28P – no annotations .29P - annotated in white ‘RW-JEP Gove NT’ .30P - annotated in white ‘U337 Spool No1 Jun67’royal australian survey corps, rasvy, army survey regiment, army svy regt, fortuna, asr, aerodist, surveying, central comd fd svy unit

The theodolite was sold by T. Gaunt & Co. of Melbourne, a manufacturer, importer and retailer of a wide variety of goods including jewellery, clocks and watches, navigational and measuring instruments, dinnerware, glassware and ornaments. Thomas Gaunt photograph was included in an album of security identity portraits of members of the Victorian Court, Centennial International Exhibition, Melbourne, 1888. (See further details below.) History for Troughton & Simms: Edward Troughton & William Simms established a scientific instrument making business in London in 1826. Edward Troughton (1756-1835) had previously had his own scientific instrument business, inherited from his father. His achievement's included a transit telescope for Greenwich Observatory (1816) and the precision surveying instruments for the Ordnance Survey of Britain, Ireland and India. William Simms (1793-1860) had trained as a goldsmith and began to gain work dividing circles on fine astronomical instruments. When William Simms died in 1860, the business was taken over by his son James and nephew William. Troughton & Simms shop in Fleet Street became the hub of the finest scientific instrument made in London, in a period in which there was an expanding demand for precision instruments, for astronomy, surveying and precision measurement. They made instruments for Greenwich Observatory, for imperial surveys and exploring expeditions. When fire destroyed the Houses of Parliament in 1834, the firm was commissioned to create new standard lengths, this required 10 years of testing against the remaining old measurements. Troughton and Simms made several of the main instruments for Melbourne Observatory, including an 18 inch azimuth used of the Geodetic Survey, portable transit instrument (circa 1850), zenith sector (1860), a 4.5 inch equatorial telescope (1862), an 8 inch equatorial telescope (1874) spectroscope (1877) and an 8 inch transit instrument in (1884). While the firm had an excellent reputation for quality the company exasperated many of its customers with delays of years in delivering some instruments. History for Thomas Gaunt: Thomas Ambrose Gaunt (1829 – 1890) was a jeweller, clock maker, and manufacturer of scientific instruments, whose head office and showroom were at 337–339 Bourke Street, Melbourne, Victoria, Australia. Thomas Gaunt established Melbourne's leading watchmaking, optical and jewellery business during the second half of the 19th century. Gaunt arrived in Melbourne in 1852, and by 1858 had established his own business at 14 Little Bourke Street. Around 1869 he moved to new premises in Bourke Street on the corner of Royal Arcade, Gaunt's shop quickly became a Melbourne institution. Gaunt proudly advertised that he was 'The only watch manufacturer in the Australian colonies'. While many watches and clocks may have had Gaunt's name on the dial, few would have been made locally. Gaunt did make some watches for exhibitions, and perhaps a few expensive watches for wealthy individuals. Gaunt's received a telegraph signal from Melbourne Observatory each day to correct his main clock and used this signal to rate and repair ship's chronometers and good quality watches. Thomas Gaunt also developed a department that focused on scientific instrumentation, making thermometers and barometers (from imported glass tubes), telescopes, surveying instruments and microscopes. Significance: With the rapid urban expansion, one of the most important needs of the new colony was to survey and map the landscape of the Australian Colony’s interior. Theodolites, such as this one, made by Troughton and Simms, who were significant scientific instrument makers of the 19th century were instrumental to the colony's surveyors and would have played an important part in their everyday work. This transit theodolite remains of national significance due to its pioneering role in Australian science and its association with Australia's earliest surveyors and astronomers. It is also significant for its association with nineteenth-century surveying instruments and instrument makers. Theodolite, Vernier repetition theodolite with enclosed horizontal circle (of about 130 mm diameter). Vertical circle exposed and somewhat corroded (diameter about 115 mm). Plate level 20" per division. Altitude bubble 20" per division. Horizontal and vertical circle intervals 20". Original (blue/grey) paint. Altitude bubble setting screw disabled. Tribrach allows movement of theodolite by 15 mm inside tribrach (for centering).Inscribed on the inner mounting plate,“Specially made in England for T Gaunt & Co Melbourne” and inscribed a little lower “Troughton & Simms London”flagstaff hill, warrnambool, shipwrecked-coast, flagstaff-hill, flagstaff-hill-maritime-museum, maritime-museum, shipwreck-coast, flagstaff-hill-maritime-village, theodolite, t. gaunt & co, troughton & simms, scientific instrument, measuring instrument, surveyor's instrument