Second Welland Canal - Book 3, Survey Map 2 - Canal to Chippewa Creek with Port Robinson

Survey map of the Second Welland Canal created by the Welland Canal Company showing the canal as it passes through Port Robinson. Identified structures associated with the Canal include the Guard Lock, Collector Toll Office, towing path, and the New Cut of the canal. The surveyors' measurements and notes can be seen in red and black ink and pencil. Local area landmarks are also identified and include streets and roads (ex. Island Street, Bridge Street, John Street, and Cross Street), bridges (Swing Bridge, and several unnamed bridges), Welland Railroad, Canal to Chippewa Creek (and two old locks and one new lock associated with the canal), Chippewa Creek, Back Water, an unnamed Island, Dry Dock leased to McFarland and Abbey, Abbey's Office, D. McFarland and Co. Saw Mill (Burnt), G. Jordan Tavern, Robert Elliot Store House and Wharf, Isaac Pew's Shop, Colemans Hotel, R. Band and Co. Girst Mill, Donaldson and Co. Grist Mill, H. Marlatt Dwelling House and barn, Henry W. Timms Hotel, Methodist Church, Post Office, Blacksmith Shop, a church, a structure labeled B. Patch, and a number of other structures that are not named. Properties and property owners of note are: Lots 202 and 203, S. Hill, D. McFarland, Church Society, G. Jordan, D. Coleman, John Brown, Rob Coulter, Robert Elliot, Isaac Pew, James McCoppen, William Bell, Charles Stuart, Andrew Elliot, Robert Band, Ed. Feney, John Betty, F. Sharp, William B. Hendershot, A. Brownson, H. Marlatt, J. S. Powell, and the School Trustees. Two reserved properties are labeled in red.The current spelling of Chippewa Creek is Chippawa. Although it not possible to make out the entire name of the H. W. Timms hotel located at Front and Bridge Street on the map itself, it was discovered to belong to Henry W. Timms after consulting the 1851-52 Canada Directory.

Welland Canal Survey of Lands Name Index Page 2

Index of names for the Welland Canal Company's Survey of Land book, 1826. Includes persons name, land cultivated, uncultivated, total land and remarks. The remarks noted include; who surveyed the lands, the dates of the survey, former property names, additional property features etc.The page is titled: Statement of Lands Surveyed and appropriated to the use of the Welland Canal Company.

Welland Canal Survey of Lands Robert Brown 1827, land description #2

Survey map and description of Robert Brown's land created by The Welland Canal Company. Included is a two page written description of the land along with a drawing of the land. Noteable features include; line between Grantham and Louth townships, bed of the 12 mile creek. Surveyor notes are seen in pencil on the map, including notes about the deed to the land.

Sketch of Canal Lock 2

Sketch of canal lock 2 by S.D. Woodruff. This is a hand drawn sketch, n.d.

Chart of land drainage for the Welland Canal final estimate of work done on sections no.1, 2 and 3

Chart of land drainage for the Welland Canal final estimate of work done on sections no.1, 2 and 3 on the road below lock no. 2 leading to Port Dalhousie. Work commenced Nov. 1846 and finished July 1847. Road work and the waste weir no.1 to Port Dalhousie work commenced Aug. 1847 and finished Sept. 1847, Nov.1, 1847.

Second Welland Canal Lock 2

Negative of second Welland Canal at Lock 2.

Rôle de l’extrémité C-terminale dans l’expression du canal calcique Cav1.2 à la membrane plasmique

Le canal calcique de type L, Cav1.2, joue un rôle clé dans le couplage excitation-contraction des myocytes ventriculaires. Il a été montré que la sous-unité Cavα1 était sujette à l’épissage alternatif et que ce phénomène pouvait mener à une protéine tronquée en C-terminal au niveau de l’exon 45 (Liao, Yong et al. 2005). D’autres groupes ont étudié différentes délétions au niveau de l’extrémité C-terminale (De Jongh, Warner et al. 1991; Gao, Cuadra et al. 2001). Les courants mesurés dans la configuration cellule entière, était significativement plus grands que le canal « pleine longueur ». Nous avons décidé de tester certaines de ces délétions (ΔC2030, ΔC1935, ΔC1856, ΔC1733, ΔC1700) en présence ou en absence de la sous-unité auxiliaire Cavβ3, susceptible d’interagir avec l’extrémité C-terminale de la sous-unité Cavα1 par l’intermédiaire de son domaine SH3 (Lao, Kobrinsky et al. 2008). Les résultats obtenus dans les ovocytes de Xénope ont mis en évidence que les sous-unités Cavα1.2 tronquées montraient des courants globaux plus élevés que le canal « pleine longueur » en présence de la sous-unité auxiliaire Cavβ3 et que les sous-unités Cavα1.2 tronquées donnaient des courants en absence de la sous-unité Cavβ3 contrairement à la sous-unité Cavα1.2 « pleine longueur ». Afin de vérifier si l’augmentation des courants macroscopiques était le résultat d’une augmentation du nombre de sous-unités Cavα1.2 à la membrane, nous avons choisi de quantifier la fluorescence spécifiquement due à cette sous-unité en utilisant la méthode de cytométrie de flux (FACS : « Fluorescence Activated Cell Sorting »). L’épitope HA a été inséré dans une région extracellulaire de la sous-unité Cavα1 du canal calcique Cav1.2 et un anticorps anti-HA couplé au FITC (« Fluorescein IsoThioCyanate ») a été utilisé pour observer la fluorescence. Nos résultats confirment que la sous-unité Cavα1-HA du canal calcique Cav1.2, s’exprime à la membrane plasmique en présence de la sous-unité auxiliaire Cavβ3, et qu’en absence de celle-ci, ne s’exprime que peu ou pas à la membrane. Les mêmes résultats ont été obtenus pour les trois délétions testées dans les mêmes conditions soit Cavα1.2-HA ΔC1935, Cavα1.2-HA ΔC1856 et Cavα1.2-HA ΔC1733. Ensemble, ces résultats suggèrent que l’augmentation des courants macroscopiques observés après une délétion partielle du C-terminal n’est pas causée par une augmentation du nombre de protéines Cavα1.2 à la membrane.

Couplage entre les régions IIS4S5 et IIIS6 lors de l’activation du canal calcique CaV3.2

Le canal calcique dépendant du voltage de type-T CaV3.2 joue un rôle important dans l’excitabilité neuronale et dans la perception de la douleur. Le canal CaV3.2 partage une grande homologie structurale et fonctionnelle avec les canaux NaV. Ces deux types de canaux sont activés par de faibles dépolarisations membranaires et possèdent des cinétiques de temps d’activation et d’inactivation plus rapides que les canaux CaV de type-L. Les structures cristallines à haute résolution des canaux bactériens NaVAb (Payandeh et al. 2011; Payandeh et al. 2012) et NaVRh (Zhang et al. 2012) suggèrent que l’hélice amphiphile S4S5 du domaine II peut être couplée avec les résidus de l’hélice S6 dans le domaine II ainsi qu’avec des résidus de l’hélice homologue dans le domaine adjacent, soit le domaine III, et ce, durant l’activation du canal. Pour déterminer les résidus fonctionnellement couplés, durant l’activation du canal CaV3.2, une analyse cyclique de doubles mutants a été effectuée par substitution en glycine et alanine des résidus clés entre l’hélice S4S5 du domaine II et le segment S6 des domaines II et III. Les propriétés biophysiques ont été mesurées à l’aide de la technique de « cut-open » sur les ovocytes. Les énergies d’activation ont été mesurées pour 47 mutations ponctuelles et pour 14 paires de mutants. De grandes énergies de couplage (ΔΔGinteract > 2 kcal mol-1) ont été observées pour 3 paires de mutants introduites dans les IIS4S5/IIS6 et IIS4S5/IIIS6. Aucun couplage significatif n’a été observé entre le IIS4S5 et le IVS6. Nos résultats semblent démontrer que les hélices S4S5 et S6 provenant de deux domaines voisins sont couplées durant l’activation du canal calcique de type-T CaV3.2.

Estresse crônico melhora a função miocárdica sem alterar a atividade do canal-L para Ca+2 em ratos

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

In vivo antimicrobial activity of 2% chlorhexidine used as a root canal irrigating solution

The aim of the present study was to evaluate the in vivo antimicrobial activity of 2% chlorhexidine gluconate (FCFRP-USP) used as a root canal irrigating solution in teeth with pulp necrosis and radiographically visible chronic periapical reactions. Culture techniques and measurement of the inhibition zone were used. Twenty-two root canals of incisors and molars of 12 patients were used. After accessing the canal, the first root canal sample was collected with two sterile paper points that were transferred to a tube containing reduced transport fluid. The root canal was instrumented using chlorhexidine solution. A small sterile cotton pellet was placed at the root canal entrance, and the cavity was sealed with zinc oxide-eugenol cement. The canals were maintained empty for 48 h. Three sterile paper points were then introduced to absorb the root canal fluid (second sample). One paper point was placed on an agar plate inoculated with Micrococcus luteus ATCC 9341 and incubated for 24 h at 37°C, and the other two were submitted to microbiological evaluation. Present in 10 cases at baseline, mutans streptococci was reduced by 100% at the second assessment. Treatment showed an efficiency of 77.78% for anaerobic microorganisms at the second assessment. These data suggest that chlorhexidine prevents microbial activity in vivo with residual effects in the root canal system up to 48 h. Copyright © 1999 by The American Association of Endodontists.

Histomicrobiologic aspects of the root canal system and periapical lesions in dogs' teeth after rotary instrumentation and intracanal dressing with Ca(OH)2 pastes

OBJECTIVE: The purpose of this study was to evaluate the distribution of microorganisms in the root canal system (RCS) and periapical lesions of dogs' teeth after rotary instrumentation and placement of different calcium hydroxide [Ca(OH)2]-based intracanal dressings. MATERIALS AND METHODS: Chronic periapical lesions were experimentally induced in 80 premolar roots of four dogs. Instrumentation was undertaken using the ProFile rotary system and irrigation with 5.25% sodium hypochlorite. The following Ca(OH) 2-based pastes were applied for 21 days: group 1 - Calen (n=18); group 2 - Calen+CPMC (n=20); group 3 - Ca(OH)2 p.a. + anaesthetic solution (n=16) and group 4 - Ca(OH)2 p.a.+ 2% chlorhexidine digluconate (n=18). Eight root canals without endodontic treatment constituted the control group. Histological sections were obtained and stained with Brown & Brenn staining technique to evaluate the presence of microorganisms in the main root canal, ramifications of the apical delta and secondary canals, apical cementoplasts, dentinal tubules, areas of cemental resorption and periapical lesions. The results were analyzed statistically by the Mann-Whitney U test (p<0.05). RESULTS: The control group showed the highest prevalence of microorganisms in all sites evaluated. Gram-positive cocci, bacilli and filaments were the most frequent morphotypes. Similar microbial distribution patterns in the RCS and areas of cementum resorption were observed in all groups (p>0.05). The percentage of RCS sites containing microorganisms in groups 1, 2, 3, 4 and control were: 67.6%, 62.5%, 78.2%, 62.0% and 87.6%, respectively. CONCLUSION: In conclusion, the histomicrobiological analysis showed that the rotary instrumentation and the different calcium hydroxide pastes employed did not effectively eliminate the infection from the RCS and periapical lesions. However, several bacteria seen in the histological sections were probably dead or were inactivated by the biomechanical preparation and calcium hydroxide-based intracanal dressing.

Erie Canal, New York, 1821 (Raster Image) (Image 1 of 2)

This layer is a georeferenced raster image of the historic paper map entitled: A new map and profile of the proposed canal from Lake Erie to Hudson River in the state of New York, contracted by direction of the Canal Commissioners from the maps of the engineers. It was printed by W. A. Mercein in 1821. Scale [1:253,440]. This layer is image 1 of 2 total images of the two sheet source map, representing the eastern portion of the map. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, drainage, cities and towns, county boundaries, and more. Relief is shown by hachures. Includes inset profiles: A profile of the extent of the levels and of the places and lifts of the locks between Lake Erie and the Hudson -- A profile of the southern route west of the Genesee River. Includes table of distances. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Erie Canal, New York, 1821 (Raster Image) (Image 2 of 2)

This layer is a georeferenced raster image of the historic paper map entitled: A new map and profile of the proposed canal from Lake Erie to Hudson River in the state of New York, contracted by direction of the Canal Commissioners from the maps of the engineers. It was printed by W. A. Mercein in 1821. Scale [1:253,440]. This layer is image 2 of 2 total images of the two sheet source map, representing the western portion of the map. The image inside the map neatline is georeferenced to the surface of the earth and fit to the Universal Transverse Mercator (UTM) Zone 18N NAD83 projection. All map collar and inset information is also available as part of the raster image, including any inset maps, profiles, statistical tables, directories, text, illustrations, index maps, legends, or other information associated with the principal map. This map shows features such as roads, drainage, cities and towns, county boundaries, and more. Relief is shown by hachures. Includes inset profiles: A profile of the extent of the levels and of the places and lifts of the locks between Lake Erie and the Hudson -- A profile of the southern route west of the Genesee River. Includes table of distances. This layer is part of a selection of digitally scanned and georeferenced historic maps from The Harvard Map Collection as part of the Imaging the Urban Environment project. Maps selected for this project represent major urban areas and cities of the world, at various time periods. These maps typically portray both natural and manmade features at a large scale. The selection represents a range of regions, originators, ground condition dates, scales, and purposes.

Contract documents for the construction of the substructure [and superstructure] of the Henry Hudson Bridge. Contract #1[-2] at Harlem River Ship Canal in the Boroughs of Manhattan and the Bronx, New York City. Proposals to be opened 2 P.M., E.S.T., on June 14th, 1935.

Cover title.