982 resultados para Drainage ditch
Resumo:
Survey map of the Second Welland Canal created by the Welland Canal Company showing the canal in the Thorold Township between Port Robinson and Welland. Identified structures and features associated with the Canal include the towing path, a ditch, foot of the slope of bank, and the waterway itself. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks are also identified and include roads (ex. Road to Wellandville), a bridge, a marsh, Spoil Bank, and a fence running along the canal. Properties and property owners of note are: Lot 238, Broken Lot 238, and J. Burger.
Resumo:
Survey map of the Second Welland Canal created by the Welland Canal Company showing the areas in and around Petersburg and Humberstone. Identified structures associated with the Canal include North and South Back Ditches, Bridge Tender's Building, Towing Path, Old Back Ditch, and Covered Drain. Features of the First Welland Canal are noted in red ink. Surveyor measurements and notes can be seen in red and black ink and pencil. Local area landmarks include bridge, barns, ruins of Stone Mill (burnt), Wesbern (Wabern) Hotel and spoil banks. Roads labelled running parallel to Canal is the south Road Allowance. Roads perpendicular to Canal include Road Allowance between 1st and 2nd Concession, Road to Waterloo Ferry, Road Allowance between 2nd and 3rd Concessions. Properties and property owners/renters are identified as follows: A. Augustine, Captain Duffil, O. Farres, I. Schooley, George Augustine, E. Schooley (Schooly), R. and J. Kilmer (Killmer), J. Urich, J. Thompson (Tompson), M. Reeb, G. Wilson, J. Klee, John Steel, E. Augustine, Furry, J. Jackson, Robert House, R. White, J. Crame, D. Saff, J. Kinnard, J. Schooley, Dickson, C. Erhoff, and G. Rother."Village of Petersburgh" - Scale 2 Chs. per Inch "Humberstone" - Scale 4 Chs. per Inch,
Resumo:
Survey map and description of Philip Shaver's land created by The Welland Canal Company. Included is a written description of the land along with a drawing of the land. Noteable features include; locks no. 16, 17, 18, 19, 20, ravine, corner stone, St. Catharines ditch, waste weir, concession line, barn. Surveyor notes are seen in pencil on the map. The deed for the land is dated October 1st, 1829.
Resumo:
Survey map and description of Oliver Phelp's land created by The Welland Canal Company. Included is a written description of the land along with a drawing of the land. Noteable features include; Vanderburgh's land, hydraulic ditch, locks 15-20, lot divisions. The land totals 50 acres. The deed for the land is dated June 8th, 1832. Surveyor notes are seen in pencil on the map.See also page 161. Please note the measurments listed under "overall dimensions" are for the text only if the text appears on a seperate page from the drawing.
Resumo:
Grapevine winter hardiness is a key factor in vineyard success in many cool climate wine regions. Winter hardiness may be governed by a myriad of factors in addition to extreme weather conditions – e.g. soil factors (texture, chemical composition, moisture, drainage), vine water status, and yield– that are unique to each site. It was hypothesized that winter hardiness would be influenced by certain terroir factors , specifically that vines with low water status [more negative leaf water potential (leaf ψ)] would be more winter hardy than vines with high water status (more positive leaf ψ). Twelve different vineyard blocks (six each of Riesling and Cabernet franc) throughout the Niagara Region in Ontario, Canada were chosen. Data were collected during the growing season (soil moisture, leaf ψ), at harvest (yield components, berry composition), and during the winter (bud LT50, bud survival). Interpolation and mapping of the variables was completed using ArcGIS 10.1 (ESRI, Redlands, CA) and statistical analyses (Pearson’s correlation, principal component analysis, multilinear regression) were performed using XLSTAT. Clear spatial trends were observed in each vineyard for soil moisture, leaf ψ, yield components, berry composition, and LT50. Both leaf ψ and berry weight could predict the LT50 value, with strong positive correlations being observed between LT50 and leaf ψ values in eight of the 12 vineyard blocks. In addition, vineyards in different appellations showed many similarities (Niagara Lakeshore, Lincoln Lakeshore, Four Mile Creek, Beamsville Bench). These results suggest that there is a spatial component to winter injury, as with other aspects of terroir, in the Niagara region.
Resumo:
Roberta “Bobbie” Styran was born and rasied in Fredericton, N.B. She graduated from McMaster University with a B.A. (1962) and M.A. (1964), before furthering her studies at the University of Toronto, where she received a Ph. D in History. From 1967 to 1978, she taught Medieval History at Brock University, where she developed an interest in the Welland Canal. She began a collaboration with Prof. Robert R. Taylor of the History Department at this time, researching the history of the Welland Canals. She later moved to Toronto and worked for the Ministry of Education, but returned to St. Catharines in 1988 to facilitate her work with Prof. Taylor. The two have co-authored several books, including The Welland Canals: the Growth of Mr. Merritt’s Ditch; Mr. Merritt’s Ditch: A Welland Canals Album; The Great “Swivel Link”: Canada’s Welland Canal and This Great National Object: Building the Nineteenth-Century Welland Canals. Bobbie travelled extensively, visiting many canal and industrial revolution sites in Great Britain and the United States. She was active in many canal associations, including the Canadian Canal Society (where she served as president and editor of the Society’s newsletter), the American Canal Society, and the Council of Inland Waterways International. She also helped to found the Welland Canals Preservation Association and organized and chaired the 2004 World Canals Conference at Brock University. In 2009, she received the W. Gordon Plewes Award from the Canadian Society for Civil Engineering, an award that recognized her services to Canadian engineering history.
Resumo:
Letter (unsigned) to Fred Holmes stating that the ditch on the left side of the canal at Lyons Creek has been gravinated, Sept. 27, 1855.
Resumo:
Letter to S.D. Woodruff from Fred Holmes which states that the excavation of the Marshville tap ditch is finished. The contractors have collected their contracts except Henshall and Brown who have to move some more dirt, Sept. 24, 1856.
Resumo:
Letter to S.D. Woodruff from Fred Holmes stating that Mr. Cook has chopped and cleared the back ditch near Lyons Creek Culvert, Mr. Clancy has chopped lots 22, 23 and 24, Rose Osborne has excavated and cleared 1000 feet on the Daly ditch and Andrew Mains and Co. have chopped and cleared their whole section, Oct. 31, 1856.
Resumo:
Letter to S.D. Woodruff that Edward Henderson has completed the excavation below the Marshville culverts and Brown and Henshaw have finished the contract on the tap ditch. This is signed by Fred Holmes, Nov. 5, 1856.
Resumo:
Letter to Dexter Deverardo from S.D. Woodruff regarding descriptions of land in the ditch in the 4th concession in Humberstone, Nov. 10, 1856.
Resumo:
Letter to S.D. Woodruff from Fred Holmes in which he tells Mr. Woodruff that the back ditch on the south side of the feeder is full of water, April 13, 1857.
Resumo:
Letter to S.D. Woodruff from Fred Holmes who says that he received Mr. Woodruff’s instructions to change the level of the bottom of the northwest corner of lots no. 9-15. He then received a note from Mr. Cook, the foreman that they had to quit working because of too much water in the ditch, Aug. 1, 1857.
Resumo:
Diagrams (charts and graphs) made into a booklet with a newspaper cover. This booklet contains cross sections of the back ditch on the south side of the Welland Canal feeder, west of the Marshville culverts (45 pages, hand drawn). This was created by Fred Holmes, Oct. 3, 1857.
Resumo:
Letter (unsigned) from the Welland Canal Office regarding a quantity of wood felled upon the bank of the feeder. It is laid too near the back ditch. The recipient of the letter is instructed to proceed with the removal of the wood so that the excavation of the ditch might proceed, Aug. 7, 1858.