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• 1. [Image] New Geothermal Site Identification and Qualification. Consultant Report

  	This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional ...
  	Citation × Citation Citation Abstract Copy Title: New Geothermal Site Identification and Qualification. Consultant Report Author: Klein, C.W. Year: 2004 This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional data as geothermal developers have chosen to make available. Reserve estimation has been performed by volumetric analysis with a probabilistic approach to uncertain input parameters. Incremental geothermal reserves in the California/Nevada study area have a minimum value of 2,800 gross MW and a most-likely value of 4,300 gross MW. For the state of California alone, these values are 2,000 and 3,000 gross MW, respectively. These estimates may be conservative to the extent that they do not take into account resources about which little or no public-domain information is available. The average capital cost of incremental generation capacity is estimated to average $3,100/kW for the California/Nevada study area, and $2,950/kW for the state of California alone. These cost estimates include exploration, confirmation Drilling, Development Drilling, plant construction, and transmission-line costs. For the purposes of this study, a capital cost of $2,400/kW is considered competitive with other renewable resources. The amount of incremental geothermal capacity available at or below $2,400/kW is about 1,700 gross MW for the California/Nevada study area, and the same amount (within 50-MW rounding) for the state of California alone. The capital cost estimates are only approximate, because each developer would bring its own experience, bias, and opportunities to the Development process. Nonetheless, the overall costs per project estimated in this study are believed to be reasonable Title: New Geothermal Site Identification and Qualification. Consultant Report Author: Klein, C.W. Year: 2004 This study identifies remaining undeveloped geothermal resources in California and western Nevada, and it estimates the Development costs of each. It has relied on public-domain information and such additional data as geothermal developers have chosen to make available. Reserve estimation has been performed by volumetric analysis with a probabilistic approach to uncertain input parameters. Incremental geothermal reserves in the California/Nevada study area have a minimum value of 2,800 gross MW and a most-likely value of 4,300 gross MW. For the state of California alone, these values are 2,000 and 3,000 gross MW, respectively. These estimates may be conservative to the extent that they do not take into account resources about which little or no public-domain information is available. The average capital cost of incremental generation capacity is estimated to average $3,100/kW for the California/Nevada study area, and $2,950/kW for the state of California alone. These cost estimates include exploration, confirmation Drilling, Development Drilling, plant construction, and transmission-line costs. For the purposes of this study, a capital cost of $2,400/kW is considered competitive with other renewable resources. The amount of incremental geothermal capacity available at or below $2,400/kW is about 1,700 gross MW for the California/Nevada study area, and the same amount (within 50-MW rounding) for the state of California alone. The capital cost estimates are only approximate, because each developer would bring its own experience, bias, and opportunities to the Development process. Nonetheless, the overall costs per project estimated in this study are believed to be reasonable Close

• 2. [Image] Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability

  	Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. ...
  	Citation × Citation Citation Abstract Copy Title: Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability Author: Reistad, G. M. Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. Such installations can have thermal energy output capacities as high as 1 MW for space heating with source water temperature of 90 to 100°C. This work reports on the performance and economics of downhole heat exchangers relative to the alternative geothermal system which pumps the fluid out of the ground and uses heat exchangers located at the earth's surface. Results indicate that the downhole heat exchange systems for capacity requirements less than about 500 to 100 kW are in general more desirable than the surface heat exchange systems for low capacity (less than about 500 to 1000 kW) requirements and shallow geothermal resources. For higher capacities the surface heat exchange systems become more economical. Furthermore, for large depths, the high capacities available from the surface systems are required in order to make the geothermal energy competitive with other sources Title: Downhole Heat Exchanger for Shallow Geothermal Systems: Performance, Economics and Applicability Author: Reistad, G. M. Heat exchangers located within the wellbore of shallow geothermal resources are presently being used at several locations in the U.S. These heat exchangers are referred to as downhole heat exchangers. Such installations can have thermal energy output capacities as high as 1 MW for space heating with source water temperature of 90 to 100°C. This work reports on the performance and economics of downhole heat exchangers relative to the alternative geothermal system which pumps the fluid out of the ground and uses heat exchangers located at the earth's surface. Results indicate that the downhole heat exchange systems for capacity requirements less than about 500 to 100 kW are in general more desirable than the surface heat exchange systems for low capacity (less than about 500 to 1000 kW) requirements and shallow geothermal resources. For higher capacities the surface heat exchange systems become more economical. Furthermore, for large depths, the high capacities available from the surface systems are required in order to make the geothermal energy competitive with other sources Close

• 3. [Image] Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest

  	As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next ...
  	Citation × Citation Citation Abstract Copy Title: Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest Author: Bonneville Power Administration Year: 1985 As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next five years, SPA expects to have enough guaranteed or "firm" surplus energy to serve the entire needs of another Seattle, with energy to spare. SPA also expects to have a surplus of "capacity" (to serve loads in peak periods) for a longer period probably for at least 20 years Title: Issue Alert: Selling South: BPA Seeks Ways of Marketing Surplus Power to the Pacific Northwest Author: Bonneville Power Administration Year: 1985 As the Federal wholesaler of electric energy in the Pacific Northwest, SPA currently finds itself with an embarrassment of riches: more power than the Northwest can use. In fact, for at least the next five years, SPA expects to have enough guaranteed or "firm" surplus energy to serve the entire needs of another Seattle, with energy to spare. SPA also expects to have a surplus of "capacity" (to serve loads in peak periods) for a longer period probably for at least 20 years Close

• 4. [Image] Capacity-Building Program for Integrated Water Resources Management

  	Citation × Citation Citation Abstract Copy Title: Capacity-Building Program for Integrated Water Resources Management Year: 2008 Title: Capacity-Building Program for Integrated Water Resources Management Year: 2008 Close

• 5. [Image] WCPA 171E-9

  	High School Auditorium - General Assembly Room. Seating Capacity 650.
  	Citation × Citation Citation Abstract Copy Title: WCPA 171E-9 High School Auditorium - General Assembly Room. Seating Capacity 650. Title: WCPA 171E-9 High School Auditorium - General Assembly Room. Seating Capacity 650. Close

• 6. [Image] Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year

  	Citation × Citation Citation Abstract Copy Title: Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year Year: 1986 Title: Tartus Port in its Twentieth Year--Increasing its Capacity to 10 Million Tons a Year Year: 1986 Close

• 7. [Image] Geothermal Progress Monitor: Report No. 14, December 1992

  	This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the ...
  	Citation × Citation Citation Abstract Copy Title: Geothermal Progress Monitor: Report No. 14, December 1992 Author: Assistant Secretary for Conservation and Renewable Energy, Geothermal Division Year: 1992 This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the use of geothermal energy for power generation, both in this country and abroad. In countries with a relatively large demand for new generation capacity, geothermal, if available, is being called on as a preferable alternative to the use of domestic or imported oil. On the other hand, in this country where current demand for new capacity is less, geothermal energy is commonly being put to Use in small power generation units operating on the hot water resource Title: Geothermal Progress Monitor: Report No. 14, December 1992 Author: Assistant Secretary for Conservation and Renewable Energy, Geothermal Division Year: 1992 This issue of the Geothermal Progress Monitor, the 14th since its inception in 1980, highlights the anticipated rapid growth in the use of geothermal heat pumps and documents the continued growth in the use of geothermal energy for power generation, both in this country and abroad. In countries with a relatively large demand for new generation capacity, geothermal, if available, is being called on as a preferable alternative to the use of domestic or imported oil. On the other hand, in this country where current demand for new capacity is less, geothermal energy is commonly being put to Use in small power generation units operating on the hot water resource Close

• 8. [Image] The world's largest wine vat

  	World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California.
  	Citation × Citation Citation Abstract Copy Title: The world's largest wine vat Year: 1940 World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California. Title: The world's largest wine vat Year: 1940 World's largest wine vat, nearly 500,000 gallons capacity, lies beneath a cement top (underground), Italian Swiss Colony Vineyards, Asti, California. Close

• 9. [Image] False capacity of lekythos

  	Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default
  	Citation × Citation Citation Abstract Copy Title: False capacity of lekythos Author: Achilles Painter Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default Title: False capacity of lekythos Author: Achilles Painter Photograph from the personal collection of Dr. Steven Lowenstam (1945-2003), Department of Classics, University of Oregon.; default; default Close

• 10. [Image] James G. Barratt, assistant director of alumni relations

  	Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975.
  	Citation × Citation Citation Abstract Copy Title: James G. Barratt, assistant director of alumni relations Author: OSC News Bureau Photo Year: 1951 Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975. Title: James G. Barratt, assistant director of alumni relations Author: OSC News Bureau Photo Year: 1951 Barratt later became OSU's Athletic Director, serving in that capacity from 1965 to 1975. Close

• 11. [Image] Larry Roper chatting with a student in the MU Quad

  	Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in ...
  	Citation × Citation Citation Abstract Copy Title: Larry Roper chatting with a student in the MU Quad Year: 1997 Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in the College of Education and Ethnic Studies Department. Title: Larry Roper chatting with a student in the MU Quad Year: 1997 Roper was appointed OSU’s Vice Provost for Student Affairs in 1995 and served in that capacity until 2014. He also served as interim dean of the College of Liberal Arts in 2007-08, and taught classes in the College of Education and Ethnic Studies Department. Close

• 12. [Image] High Dam Capacity to be Expanded

  	Citation × Citation Citation Abstract Copy Title: High Dam Capacity to be Expanded Year: 1982 Title: High Dam Capacity to be Expanded Year: 1982 Close

• 13. [Image] WCPA 205A-10

  	700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train ...
  	Citation × Citation Citation Abstract Copy Title: WCPA 205A-10 700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train sitting on Wye at Celilo Title: WCPA 205A-10 700 Series El Type Passenger Oil Burner. Length 109'9"". Total weight, 879,600 lbs., Diameter of drivers, 77"", Tender capacity, 6,040 gal. of fuel oil; 20,000 Gallons of Water: 4-8- 4 S.P.& S. train sitting on Wye at Celilo Close

• 14. [Image] Train load of logs

  	Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage ...
  	Citation × Citation Citation Abstract Copy Title: Train load of logs Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage capacity of our fleets. This view shows forest giants loaded on a flat car. Where river transportation was not possible the logs were so taken by train to the saw mills. Title: Train load of logs Coming back from the battle fields, we shall now look at some views showing the activities in ship building done with all haste and urgency to replace the ships sunk by the enemy and to keep the tonnage capacity of our fleets. This view shows forest giants loaded on a flat car. Where river transportation was not possible the logs were so taken by train to the saw mills. Close

• 15. [Image] Typical mode of transportation, France

  	Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who ...
  	Citation × Citation Citation Abstract Copy Title: Typical mode of transportation, France Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who have slept a' la sardine recall. Title: Typical mode of transportation, France Here we see the little freight cars with a capacity, as advertised, of forty men or eight horses. Certainly there wasn't any room left over after five squads got into one of the cars as many of us who have slept a' la sardine recall. Close

• 16. [Image] Water-Products Capacity in Turkey and the Contribution of GAP

  	Citation × Citation Citation Abstract Copy Title: Water-Products Capacity in Turkey and the Contribution of GAP Year: 1988 Title: Water-Products Capacity in Turkey and the Contribution of GAP Year: 1988 Close

• 17. [Image] High Dam Capacity to be Expanded

  	Citation × Citation Citation Abstract Copy Title: High Dam Capacity to be Expanded Year: 1982 Title: High Dam Capacity to be Expanded Year: 1982 Close

• 18. [Image] The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC

  	Citation × Citation Citation Abstract Copy Title: The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC Year: 1997 Title: The Case Study of China; Reforms and Resources: The Implication for State Capacity in the PRC Year: 1997 Close

• 19. [Image] USDA's 2002 Ethanol Cost-of-Production Survey

  	In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These ...
  	Citation × Citation Citation Abstract Copy Title: USDA's 2002 Ethanol Cost-of-Production Survey Author: Shapouri, H. Year: 2005 In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These plants produced about 550 million gallons of ethanol in 2002. Net feedstock costs for the surveyed plants ranged from 39 to 68 cents per gallon in 2002. For cash operating expenses, the average energy expenditure was 17.29 cents per gallon. Labor costs ranged from 3 lo 11 cents per gallon, maintenance costs from 1 lo 7 cents, and administrative costs from 1 to 18 cents. For capital expenditures, new plant construction costs from $1.05 to $3.00 per gallon of ethanol. Average investment to expand existing ethanol production capacity was 50 cents per gallon; hence, expansion tends to cost less than new capacity. Comparison with a 1998 survey of ethanol producers showed that total operating costs in 2002 had changed very little from 1998. It also showed that the average cost of building new plants had dropped, possibly due to designs that emphasize economies of scale Title: USDA's 2002 Ethanol Cost-of-Production Survey Author: Shapouri, H. Year: 2005 In 2003, the U.S. Department of Agriculture surveyed 21 dry-mill ethanol plants to estimate their 2002 production costs, including both variable (feed stock and plant operation) and capital expenses. These plants produced about 550 million gallons of ethanol in 2002. Net feedstock costs for the surveyed plants ranged from 39 to 68 cents per gallon in 2002. For cash operating expenses, the average energy expenditure was 17.29 cents per gallon. Labor costs ranged from 3 lo 11 cents per gallon, maintenance costs from 1 lo 7 cents, and administrative costs from 1 to 18 cents. For capital expenditures, new plant construction costs from $1.05 to $3.00 per gallon of ethanol. Average investment to expand existing ethanol production capacity was 50 cents per gallon; hence, expansion tends to cost less than new capacity. Comparison with a 1998 survey of ethanol producers showed that total operating costs in 2002 had changed very little from 1998. It also showed that the average cost of building new plants had dropped, possibly due to designs that emphasize economies of scale Close

• 20. [Image] Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France

  	The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal ...
  	Citation × Citation Citation Abstract Copy Title: Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France Author: Harrison, R. Year: 1984 The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal schemes have been put into operation every year and it is foreseen that France will have an installed geothermal heating capacity equivalent to an annual saving of 106 TOE* similar developments. Thus Ungemach (1982) reports that three schemes are under completion in the Po Valley in Italy and that several demonstration projects; e.g. Southampton in the U.K. + and in Denmark and Holland are under examination for the near future. It is estimated that the European Economic Community could have a geothermal heating capacity equivalent to 2 x 106 TOE by the late 1990's, Ungemach (1983) Title: Preparation of a Handbook on the Economics of Geothermal Energy Developments; Working Paper No. 6.5 Case Studies of Low Enthalpy Geothermal Energy Developments in France Author: Harrison, R. Year: 1984 The use of medium and low temperature brines from deep aquifers is well established technology in France. Agence Francaise Pour La Maitrisse de L'Energy (AFME) (1983) report that since 1978 twenty geothermal schemes have been put into operation every year and it is foreseen that France will have an installed geothermal heating capacity equivalent to an annual saving of 106 TOE* similar developments. Thus Ungemach (1982) reports that three schemes are under completion in the Po Valley in Italy and that several demonstration projects; e.g. Southampton in the U.K. + and in Denmark and Holland are under examination for the near future. It is estimated that the European Economic Community could have a geothermal heating capacity equivalent to 2 x 106 TOE by the late 1990's, Ungemach (1983) Close

• 21. [Image] Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology

  	Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature ...
  	Citation × Citation Citation Abstract Copy Title: Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology Author: Fassbender, L.L. Year: 1980 Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature and intermediate-temperature hydrothermal resources identified by the USGS The long-term supply curves illustrate the potential shifts in the near-term supply curve which would result from certain technology improvements currently being pursued. Programs with the most significant potential impacts are those which result in large reductions in drilling cost, those which lead to development of commercial high capacity downhole pumps, and those which lead to large increases in the plant capacity factor. Curves were drawn to show the impacts of individual technology improvements and also to show the cumulative impacts of combinations of technological advances expected to be achieved by 1982 and 1985. Successful completion of all the programs evaluated would result in a cumulative cost reduction of $90 billion (not discounted) in electrical generating costs from the identified hydrothermal resources Title: Long-Term Supply Curves for Geothermal Energy - The Impacts of Technology Author: Fassbender, L.L. Year: 1980 Near-term and long-term supply curves are presented for electric applications of geothermal energy. The GEOCOST model was used to determine the present and future energy production costs for the high-temperature and intermediate-temperature hydrothermal resources identified by the USGS The long-term supply curves illustrate the potential shifts in the near-term supply curve which would result from certain technology improvements currently being pursued. Programs with the most significant potential impacts are those which result in large reductions in drilling cost, those which lead to development of commercial high capacity downhole pumps, and those which lead to large increases in the plant capacity factor. Curves were drawn to show the impacts of individual technology improvements and also to show the cumulative impacts of combinations of technological advances expected to be achieved by 1982 and 1985. Successful completion of all the programs evaluated would result in a cumulative cost reduction of $90 billion (not discounted) in electrical generating costs from the identified hydrothermal resources Close

• 22. [Image] Klamath River - View looking downstream at right abutment of Keno Regulating Dam

  	P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. ...
  	Citation × Citation Citation Abstract Copy Title: Klamath River - View looking downstream at right abutment of Keno Regulating Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. Dam is opened to full capacity. Flow is about 8200 cfs.; January 26, 1965; Bureau of Reclamation photo by C. D. Lawrence Title: Klamath River - View looking downstream at right abutment of Keno Regulating Dam Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2777A Klamath River - Klamath Project--Oregon. View looking downstream at right abutment of Keno Regulating Dam, which controls level of 18 miles of river and Lake Ewauna- Keno to Klamath Falls. Dam is opened to full capacity. Flow is about 8200 cfs.; January 26, 1965; Bureau of Reclamation photo by C. D. Lawrence Close

• 23. [Image] Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon

  	P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno ...
  	Citation × Citation Citation Abstract Copy Title: Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno reef area to increase capacity of river. Channel will facilitate emergency drainage of flooded lands upstream and later be part of power development; March 3, 1965; Bureau of Reclamation photo by C. D. Lawrence Title: Klamath River - Construction of Keno By-Pass Channel near Keno, Oregon Author: United States. Bureau of Reclamation, Lawrence, C.D. Year: 1965, 2008, 2006 P12-200-2791A Klamath River - Klamath Project--Oregon. Employees of M-K Co., under contract with PP&L Co., drilling rock and placing explosive for excavation of 100' X 12' X 3500' channel through Keno reef area to increase capacity of river. Channel will facilitate emergency drainage of flooded lands upstream and later be part of power development; March 3, 1965; Bureau of Reclamation photo by C. D. Lawrence Close

• 24. [Image] Bridgeview Pinot Noir Southern Oregon 2009

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Pinot Noir Southern Oregon 2009 Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Pinot Noir Southern Oregon 2009 Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 25. [Image] Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Vineyards Black Beauty 2009 Syrah Southern Oregon Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2009 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 26. [Image] Bridgeview Southern Oregon Cabernet-Merlot

  	When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased ...
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Southern Oregon Cabernet-Merlot Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Title: Bridgeview Southern Oregon Cabernet-Merlot Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 When Lelo and Bob Kerivan retired in the Illinois Valley in 1979, Lelo recognized the region's potential for growing European varietals. Her hobby soon outgrew the two-acre yard, and the Kerivans purchased the adjacent field to create Bridgeview Vineyard and Winery. In 1986, the Kerivans converted a 75-acre field to Chardonnay, Pinot Noir, Riesling, Gewürztraminer, and Pinot Gris grapes. They planted dense rows of vines only six feet apart, instead of the usual 12 that prevailed in the U.S. They pruned each vine to allow just 20 buds, instead of the usual 60 to 80. They were acting on carefully researched plans that were deeply rooted in European tradition, where dense planting of vineyards is a centuries-old practice. Today, the winery has a storage capacity of more than 300,000 gallons and a production capacity of 100,000 cases, which makes Bridgeview one of the largest wineries in Oregon. Bridgeview produces wines in the varietals of Chardonnay, Gewürztraminer, Muscat, Pinot Gris, Pinot Noir, and Riesling. Bridgeview Vineyards was one of the first of Southern Oregon's wineries to sell their wine outside the state of Oregon. Bob Kerivan credits the now-famous Blue Moon label and their Chardonnay's characteristic blue glass bottle as contributing to the early recognition of Bridgeview's wines. Lelo's son, Rene Eichmann is now Bridgeview's wine maker. (Sept. 2014) Close

• 27. [Image] Bridgeview's massive bottling line

  	Bridgeview's massive bottling line
  	Citation × Citation Citation Abstract Copy Title: Bridgeview's massive bottling line Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview's massive bottling line Title: Bridgeview's massive bottling line Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview's massive bottling line Close

• 28. [Image] Lelo Kerivan and her son, Rene Eichmann

  	Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann
  	Citation × Citation Citation Abstract Copy Title: Lelo Kerivan and her son, Rene Eichmann Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann Title: Lelo Kerivan and her son, Rene Eichmann Author: Bridgeview Vineyard and Winery (Or.), Maureen Battistella Year: 2014 Bridgeview co-owner Lelo Kerivan with her son, winemaker Rene Eichmann Close

• 29. [Image] Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card)

  	Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction.
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card) Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction. Title: Bridgeview Vineyards Southern Oregon's Premier Vineyard & Winery (rack card) Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Rack card for Bridgeview Vineyards, showcasing the landscaped grounds and ponds of the tasting rooms in the Applegate and on Holland Loop Road in Cave Junction. Close

• 30. [Image] Bridgeview Vineyards price list

  	Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines.
  	Citation × Citation Citation Abstract Copy Title: Bridgeview Vineyards price list Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines. Title: Bridgeview Vineyards price list Author: Bridgeview Vineyard and Winery (Or.), Lelo Kerivan Year: 2014 Bridgeview's summer 2014 price list, and includes the winery's white, red, specialty and box wines. Close

• 31. [Image] PUMPING PLANT 9, Tule Lake Sump 2

  	KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene
  	Citation × Citation Citation Abstract Copy Title: PUMPING PLANT 9, Tule Lake Sump 2 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1959, 2008, 2006 KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene Title: PUMPING PLANT 9, Tule Lake Sump 2 Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1959, 2008, 2006 KP-2545-R2-Klamath Project - PUMPING PLANT 9, Tule Lake Sump 2. View of pumping units taken from bridge deck. Units are 25 cfs capacity at 15 feet head; December 26, 1959; Photo by K.J. Greene Close

• 32. [Image] TULE LAKE DIVISION - Pumping Plant T

  	KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION - Pumping Plant T Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1960, 2008, 2006 KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits modulation of discharge when only one farm unit is being served; May 27, 1960; Photo by K.J. Greene Title: TULE LAKE DIVISION - Pumping Plant T Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1960, 2008, 2006 KP-2553-R2-Klamath Project - TULE LAKE DIVISION - Pumping Plant T. View looking northwest to inlet. Plant serves 3 farm units and was constructed in 1956. Capacity is 9 cfs at 8' head. Bypass valve permits modulation of discharge when only one farm unit is being served; May 27, 1960; Photo by K.J. Greene Close

• 33. [Image] TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal

  	KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; September 21, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2571-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5307, R-Canal. Hancock Elevating Scraper, 8 cu. yd. capacity with sideboards, placing canal lining at Station 29+50, R-Canal; September 21, 1960; Photo by John A. Renning Close

• 34. [Image] Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4236 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 35. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4237 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 36. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4238 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and has a crest length of 485 feet. The reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 37. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon

  	P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek, 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4246 NA Klamath Project California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. The reservoir has a capacity of 94,300 acre feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 38. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4247 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 39. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4249 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 40. [Image] Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon

  	P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view looking upstream at Gerber Dam and Reservoir on Miller Creek , 14 miles east of Bonanza, Oregon Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4250 NA Klamath Project, California-Oregon. The feature provides storage for irrigation and reduces flow into Tule Lake. The dam is a concrete arch type structure 88 feet high and a crest length of 485 feet. Teh reservoir has a capacity of 94,300 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 41. [Image] Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Laker Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4255 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 42. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4256 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 43. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4257 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 44. [Image] Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary

  	P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has ...
  	Citation × Citation Citation Abstract Copy Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Title: Aerial view of Clear Lake Dam and Reservoir on Lost River in California, about 8 miles southeast of the Oregon Boundary Author: United States. Bureau of Reclamation, Dahilig, J.C. Year: 1976, 2009, 2007 P-12-200-4258 NA Klamath Project, California-Oregon. This feature provides storage for irrigation and reduces flow into Tule Lake. The dam is an earth and rock fill type structure 39 feet high and has a crest length of 840 feet. The reservoir has a capacity of 527,000 acre-feet; September 29, 1976; Bureau of Reclamation photo by J. C. Dahilig Close

• 45. [Image] Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor

  	CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1973, 2009, 2007 CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant weight, the use of scrapers proved to be an unsuccessful method of moving dirt around in the sump area. In driving across previously filled areas, the loaded scrapers forced the road base material down into the ground; February 1973; Bureau of Reclamation photo by D. W. Stein Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1973, 2009, 2007 CN-12-201-264NA Klamath Project - Oregon-California. View of DW-20 scraper hauling road base material from the USBR pit at the south end of Sump 1-A. Owing to their large capacity (25 c.y.) and resultant weight, the use of scrapers proved to be an unsuccessful method of moving dirt around in the sump area. In driving across previously filled areas, the loaded scrapers forced the road base material down into the ground; February 1973; Bureau of Reclamation photo by D. W. Stein Close

• 46. [Image] Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor

  	CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & ...
  	Citation × Citation Citation Abstract Copy Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1972, 2009, 2007 CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & B and is administered by the U. S. Forest Service; November 1972; Bureau of Reclamation photo by D. W. Stein Title: Closed Drain Construction - Tule Lake Sump 3 - Specs. No. 200C-842, Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1972, 2009, 2007 CN-12-201-283NA Klamath Project - Oregon-California. View of Scoopmobile front end loader (__c.y. capacity), operating in the Casuse Mt. cinder pit. This pit is located in Sec. 19, T46N, R6E, M.D.M. & B and is administered by the U. S. Forest Service; November 1972; Bureau of Reclamation photo by D. W. Stein Close

• 47. [Image] Link River Dam

  	KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. ...
  	Citation × Citation Citation Abstract Copy Title: Link River Dam Author: United States. Bureau of Reclamation, Waldron, Malon L. Year: 1951, 2007, 2006 KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. 1,230 cfs of water spilling at slightly more than 1/2 gate capacity; February 7, 1951; Photo by Malon L. Waldron Title: Link River Dam Author: United States. Bureau of Reclamation, Waldron, Malon L. Year: 1951, 2007, 2006 KP-2089-R2 - Klamath Project. Link River Dam. Link River, from a point about 1,000 feet downstream, shows Ankeny Canal at right, tailrace in center and Keno Canal at left. Forebay and dam in background. 1,230 cfs of water spilling at slightly more than 1/2 gate capacity; February 7, 1951; Photo by Malon L. Waldron Close

• 48. [Image] Gerber Watershed - Klamath Project, Oregon

  	CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions are approximately 120'x80'x6'. The storage capacity approximates 1.0 acre-foot. The slope of both ends is about 4:1. This stock pond lies adjacent to the main road between Gerber Reservoir and Gerber Ranch; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-19A. Stock pond rehabilitated by the Bureau of Land Management during summer of 1968. This stock pond is located in the SE1/4SE14 of Sec. 26, T. 38 S., R. 13 E., W.M. The overall dimensions are approximately 120'x80'x6'. The storage capacity approximates 1.0 acre-foot. The slope of both ends is about 4:1. This stock pond lies adjacent to the main road between Gerber Reservoir and Gerber Ranch; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

• 49. [Image] Gerber Watershed - Klamath Project, Oregon

  	CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of Sec. 36, T. 38. S., R. 13 E., W.M. The storage capacity approximates 0.1 to 0.2 acre-foot. This reservoir is built on the side of a slope and impounds the runoff from an area no larger than two or three acres; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-20A. Gerber Watershed - Klamath Project, Oregon. Small reservoir excavated by BLM, during 1968, in a wet weather seep near Wagon Wheel Springs. This reservoir is located in the SW1/4NE1/4 of Sec. 36, T. 38. S., R. 13 E., W.M. The storage capacity approximates 0.1 to 0.2 acre-foot. This reservoir is built on the side of a slope and impounds the runoff from an area no larger than two or three acres; September 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close

• 50. [Image] Gerber Watershed - Klamath Project, Oregon

  	CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., ...
  	Citation × Citation Citation Abstract Copy Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., R. 14 E., W.M. The overall dimensions of this pond are 80'x120'x7'. The storage capacity approximates 1.1 acre-foot. The dry lake bed will spill to Gerber Reservoir only during wet years. Therefore, this impoundment will not effect the flow to Gerber Reservoir during the years that the dry lake does not overflow; September, 6, 1968; Bureau of Reclamation photo by T.J. Rosten Title: Gerber Watershed - Klamath Project, Oregon Author: United States. Bureau of Reclamation, Rosten, T.J. Year: 1968, 2010, 2007 CN-12-200-21A. Gerber Watershed - Klamath Project, Oregon. Stock-pond - pit-type - constructed by BLM during the summer of 1968. This pond is located in a dry lake bed in the NE1/4 of Sec. 5, T. 39 S., R. 14 E., W.M. The overall dimensions of this pond are 80'x120'x7'. The storage capacity approximates 1.1 acre-foot. The dry lake bed will spill to Gerber Reservoir only during wet years. Therefore, this impoundment will not effect the flow to Gerber Reservoir during the years that the dry lake does not overflow; September, 6, 1968; Bureau of Reclamation photo by T.J. Rosten Close