Negatives showing the state of some of the machines and structures for the Eurocan Pulp & Paper Mill after approximately two years of site construction.
Negatives showing the state of some of the machines and structures for the Eurocan Pulp & Paper Mill after approximately two years of site construction.
3 folders containing material pertaining to Kitimat.
Folder 1 - Making Aluminum sheet, Ingot March 8, 1991, Ingot February 22, 1991, Ingot April 26, 1961.
Folder 2 - photos of Kitimat smeltersite, townsite, machinery, Delta King, caissions, smelter construction, Haisla bridge, Kitamaat village, and sports teams on album sheets.
Folder 3 - Kitimat/Kemano the first 25 years booklet, the Saguenay hydro-electric system booklet, 1955 Aluminum booklet, Aluminum Limited 1959 booklet.
3 folders containing material pertaining to Kitimat.
Folder 1 - Making Aluminum sheet, Ingot March 8, 1991, Ingot February 22, 1991, Ingot April 26, 1961.
Folder 2 - photos of Kitimat smeltersite, townsite, machinery, Delta King, caissions, smelter construction, Haisla bridge, Kitamaat village, and sports teams on album sheets.
Folder 3 - Kitimat/Kemano the first 25 years booklet, the Saguenay hydro-electric system booklet, 1955 Aluminum booklet, Aluminum Limited 1959 booklet.
John Ware was a past employee of the Kitimat Town Planning Department (1957-1959). He was hired by Hollister Kent, Planning Director for Kitimat. During his two years here, Dr. ware designed the first Kitimat street signs, the Haisla Boulevard overpass, and the Hirsch Creek Park shelter centennial project (1858-1958). He was layed off when Alcan lost major Aluminum buyers and the town expansion halted, resulting in a cut back of Kirtimat employees. He then moved to the USA.
Custodial History
Donated by John Ware.
Scope and Content
Photographs of the Haisla Boulevard pedestrian walkway bridge. Photos include bridge before centre support was installed, and after.
Notes
Further info on the walkway bridge - the pedestrian overpass was designed by John Ware to carry people, heavy wet snow loads and walkway snow plow, with a large saftey factor. The central span was designed as the maximum length of concrete double 'Tee' beam that could be carried on an open flatbed railroad car through the Canadian Rocky Mountains. The pre-stressed central span was supported on each end by poured reinforced concrete cantilevers built clear of the multi-lane highway. Initial structural calculations were done out by the very capable Kitimat Town Engineer Graydon. His calculations were checked by Kitimat's consulting engineering firm in Vancouver. Ware's design and the engineer's calculations were then sent to a pre-stressed concrete manufacturer in Calgary. When the beam arrived it was properly installed between the two cantilevers, and metal handrails were added just before the winter snow arrived. The bridge was deseigned to self support without any needed centre support. However, when city officials saw the light looking long span walkway bridge they decided that it was too fragile and that a column must be placed at mid span to give it adequate support. This decision would result in a fatal vehicle accident, as wet snows caused a driver to lose control and crash into it.
John Ware was a past employee of the Kitimat Town Planning Department (1957-1959). He was hired by Hollister Kent, Planning Director for Kitimat. During his two years here, Dr. ware designed the first Kitimat street signs, the Haisla Boulevard overpass, and the Hirsch Creek Park shelter centennial project (1858-1958). He was layed off when Alcan lost major Aluminum buyers and the town expansion halted, resulting in a cut back of Kirtimat employees. He then moved to the USA.
Custodial History
Donated by John Ware.
Scope and Content
Photographs of the Haisla Boulevard pedestrian walkway bridge concept.
Preliminary sketch design for walkway bridge over 4 lane divided highway. Designed by Jack Ware in collaboration with:
Kitimat municipal structural engineer-Bryan Graydon
Kitimat municipal structural engineering consultants-Vancouver
Note
Center prestressed beam is supported by the cantilevered beams at each end
Prestressed beam was the longest beam that could be carried on a rail flatbed car across tocky mountains in 1958
Design of supports was simplified to round columns for ease of construction
Notes
Further info on the walkway bridge - the pedestrian overpass was designed by John Ware to carry people, heavy wet snow loads and walkway snow plow, with a large saftey factor. The central span was designed as the maximum length of concrete double 'Tee' beam that could be carried on an open flatbed railroad car through the Canadian Rocky Mountains. The pre-stressed central span was supported on each end by poured reinforced concrete cantilevers built clear of the multi-lane highway. Initial structural calculations were done out by the very capable Kitimat Town Engineer Graydon. His calculations were checked by Kitimat's consulting engineering firm in Vancouver. Ware's design and the engineer's calculations were then sent to a pre-stressed concrete manufacturer in Calgary. When the beam arrived it was properly installed between the two cantilevers, and metal handrails were added just before the winter snow arrived. The bridge was deseigned to self support without any needed centre support. However, when city officials saw the light looking long span walkway bridge they decided that it was too fragile and that a column must be placed at mid span to give it adequate support. This decision would result in a fatal vehicle accident, as wet snows caused a driver to lose control and crash into it.
Photograph of various singing, dancing, and instrumental performances on stage. Many phone booth photos with different people alternating the booth. A car wash, hair cutting, and a lunch table with kids are also included.
Photograph of various singing, dancing, and instrumental performances on stage. Many phone booth photos with different people alternating the booth. A car wash, hair cutting, and a lunch table with kids are also included.
Two grey three ring binders containing photos, maps and typewritten reports dated 1951 and 1952 detailing the Morrison-Knudsen Kemano Project involving Kemano, Canyon River and Tahtsa Lake Tunnel Project.
Two grey three ring binders containing photos, maps and typewritten reports dated 1951 and 1952 detailing the Morrison-Knudsen Kemano Project involving Kemano, Canyon River and Tahtsa Lake Tunnel Project.
Photographs of early Kitimat and Alcan smelter. Souvenir photobook with five photos.
Townsite with Mount Elizabeth in background. Smoke is visible beyond townsite in the forest. May 15, 1956.
Townsite with sandhill visible in background. May 15, 1956.
Main Road - Motel - Townsite. View of road leading from service centre into town. Kildala area cleared but not much is built. Kitimat River bridge visible at bottom. Aug 1955.
Kitimat Valley. View of Alcan site, hospital beach, and pier. Looking north.
Smeltersite. View of Alcan smelter and smeltersite.
Donated by Carol Larson. Originally belonged to her mother, Lydia Strecheniuk.
Scope and Content
Photographs of early Kitimat and Alcan smelter. Souvenir photobook with five photos.
Townsite with Mount Elizabeth in background. Smoke is visible beyond townsite in the forest. May 15, 1956.
Townsite with sandhill visible in background. May 15, 1956.
Main Road - Motel - Townsite. View of road leading from service centre into town. Kildala area cleared but not much is built. Kitimat River bridge visible at bottom. Aug 1955.
Kitimat Valley. View of Alcan site, hospital beach, and pier. Looking north.
Smeltersite. View of Alcan smelter and smeltersite.
6 Oct 1980
16 Apr 1981
4 May 1981
(3,10) Dec 1981
18 Jan 1982
8 Feb 1982
24 Aug 1982
17 Oct 1982
Physical Description
23 photograph prints : color
19 photograph prints : b&w
27 negatives
Custodial History
Photographs taken by Max Patzelt.
Scope and Content
Photographs showing interior and exterior views of different buildings on the Ocelot site.
Notes
Roll 5-(No5A,No7A,No8A), Roll 12-(No10,No15), Roll 15-No5, 81-12-(596,612,614,620,624), 82-01-702, 82-02-(737,740,743,790 to 793,795,796,801), Roll 33-(12,15,23,25,32,34), Roll 34-11, 82-10-(1176,1183,1187,1194,1195,1200 to 1203,1206,1208,1210,1211)
Negatives showing the different stages of construction on the Eurocan wharf. Alcan can be seen in the background of some images. Two negatives are of Minette Bay where Eurocan has a stock pile of logs floating on the water and on barges.
Negatives showing the different stages of construction on the Eurocan wharf. Alcan can be seen in the background of some images. Two negatives are of Minette Bay where Eurocan has a stock pile of logs floating on the water and on barges.
Negatives showing large steel parts for the mill and other steel structures that were on the Eurocan site after roughly the first 1.5 years of construction.
Negatives showing large steel parts for the mill and other steel structures that were on the Eurocan site after roughly the first 1.5 years of construction.
