Search

Search Results

• 2061. [Image] CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E.

  	KP-2559-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E. View showing washout place in fracture approximately 15 feet below surface. Fracture narrows down in ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2559-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E. View showing washout place in fracture approximately 15 feet below surface. Fracture narrows down in places, then widens out, possibly due to soft spot in soil where water eroded it away; October 4, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2559-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T.46 N., R 7 E. View showing washout place in fracture approximately 15 feet below surface. Fracture narrows down in places, then widens out, possibly due to soft spot in soil where water eroded it away; October 4, 1960; Photo by L. MacAnulty Close

• 2062. [Image] CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E.

  	KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, from 6 ft. to 18 ft. compact sandy material, no free water encountered in hole. Estimated depth of hole approximately 5 feet below lowest contour of lake; October 4, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2560-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Exploratory hole showing width of crack 18 feet below original ground. Soil texture first 6 feet gravelly clay loam, from 6 ft. to 18 ft. compact sandy material, no free water encountered in hole. Estimated depth of hole approximately 5 feet below lowest contour of lake; October 4, 1960; Photo by L. MacAnulty Close

• 2063. [Image] CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E.

  	KP-2561-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. View looking north showing slight depression extending into water from end of fracture. View shows abrupt drop-off ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2561-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. View looking north showing slight depression extending into water from end of fracture. View shows abrupt drop-off at this point. Fracture approximately two feet in depth. Water levelhas (sic) receded beyond open portion of fracture; August 26, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2561-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T. 46 N., R. 7 E. View looking north showing slight depression extending into water from end of fracture. View shows abrupt drop-off at this point. Fracture approximately two feet in depth. Water levelhas (sic) receded beyond open portion of fracture; August 26, 1960; Photo by L. MacAnulty Close

• 2064. [Image] CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E.

  	KP-2562-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E. General view of fracture looking south from water's edge, showing depression extending out into water from open end ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2562-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E. General view of fracture looking south from water's edge, showing depression extending out into water from open end of fracture. Crack from water's edge extends approximately 500 feet toward shore line. Large opening assumed to be under water at time of inspection in 1959, when crack was first discovered. Portion of fracture above water in 1959 is now filled in with soil; August 26, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2562-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Section 16, T.46 N., R.7 E. General view of fracture looking south from water's edge, showing depression extending out into water from open end of fracture. Crack from water's edge extends approximately 500 feet toward shore line. Large opening assumed to be under water at time of inspection in 1959, when crack was first discovered. Portion of fracture above water in 1959 is now filled in with soil; August 26, 1960; Photo by L. MacAnulty Close

• 2065. [Image] CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E.

  	KP-2563-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E. View looking north showing width of fracture, rod is being held at approximately 9 feet in depth. ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2563-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E. View looking north showing width of fracture, rod is being held at approximately 9 feet in depth. Gravelly clay loam extends full 9 feet in depth. There appears to be a cavern or earth fissure underneath the point where level rod is held. Depth not determined at this time; August 26, 1960; Photo by L. MacAnulty Title: CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E. Author: United States. Bureau of Reclamation, MacAnulty, L. Year: 1960, 2008, 2006 KP-2563-R2-Klamath Project - CLEAR LAKE GROUND FRACTURE, Southwest shore, Section 16, T. 46 N., R. 7 E. View looking north showing width of fracture, rod is being held at approximately 9 feet in depth. Gravelly clay loam extends full 9 feet in depth. There appears to be a cavern or earth fissure underneath the point where level rod is held. Depth not determined at this time; August 26, 1960; Photo by L. MacAnulty Close

• 2066. [Image] TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal

  	KP-2564-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking downstream from Station 5+00. Bottom width 10 feet, height of canal banks, ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2564-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking downstream from Station 5+00. Bottom width 10 feet, height of canal banks, 7.1 feet; October 3, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2564-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking downstream from Station 5+00. Bottom width 10 feet, height of canal banks, 7.1 feet; October 3, 1960; Photo by John A. Renning Close

• 2067. [Image] TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal

  	KP-2565-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking upstream from Station 48+00. Bottom width, 10 feet; height of canal banks, ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2565-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking upstream from Station 48+00. Bottom width, 10 feet; height of canal banks, 7.1 feet; October 5, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2565-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Completed section of Q-Canal, looking upstream from Station 48+00. Bottom width, 10 feet; height of canal banks, 7.1 feet; October 5, 1960; Photo by John A. Renning Close

• 2068. [Image] TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248

  	KP-2566-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248. Prefabricated metal farm turnout inlet with well for flow measurement; September 21, 1960; Photo by John A. Re...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248 Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2566-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248. Prefabricated metal farm turnout inlet with well for flow measurement; September 21, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248 Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2566-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Q-Canal - Specifications DC-5248. Prefabricated metal farm turnout inlet with well for flow measurement; September 21, 1960; Photo by John A. Renning Close

• 2069. [Image] TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal

  	KP-2567-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Installing prefabricated metal farm turnout at Station 9+50, Q-Canal metal diaphragm in background; October 18, ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2567-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Installing prefabricated metal farm turnout at Station 9+50, Q-Canal metal diaphragm in background; October 18, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2567-R2-Klamath Project - TULE LAKE DIVISION, Sump 2, Specifications DC-5248, Q-Canal. Installing prefabricated metal farm turnout at Station 9+50, Q-Canal metal diaphragm in background; October 18, 1960; Photo by John A. Renning Close

• 2070. [Image] TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral

  	KP-2568-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral. Installing prefabricated metal wasteway at the end of the Q-1 Lateral, Station 88+33.7. Backfill compacted ...
  	Citation × Citation Citation Abstract Copy Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2568-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral. Installing prefabricated metal wasteway at the end of the Q-1 Lateral, Station 88+33.7. Backfill compacted up to springline of corrugated metal pipe. Metal diaphragm in background; October 13, 1960; Photo by John A. Renning Title: TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral Author: United States. Bureau of Reclamation, Renning, John A. Year: 1960, 2008, 2006 KP-2568-R2-Klamath Project - TULE LAKE DIVISION - Sump 2, Specifications DC-5248, Q-1 Lateral. Installing prefabricated metal wasteway at the end of the Q-1 Lateral, Station 88+33.7. Backfill compacted up to springline of corrugated metal pipe. Metal diaphragm in background; October 13, 1960; Photo by John A. Renning Close