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• 61. [Image] CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M.

  	KP-2509-R2- Klamath Project - CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. Close-up view of one of the fracture channel enlargements showing the soil and the fracture ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. Author: United States. Bureau of Reclamation, Bunger, D.E. Year: 1959, 2008, 2006 KP-2509-R2- Klamath Project - CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. Close-up view of one of the fracture channel enlargements showing the soil and the fracture line under the shovel. The dead sagebrush sticks probably floated in when this area was under water; September 28, 1959; Photo by D.E. Bunger Title: CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. Author: United States. Bureau of Reclamation, Bunger, D.E. Year: 1959, 2008, 2006 KP-2509-R2- Klamath Project - CLEAR LAKE - Ground Fracture - Southwest Shore, Section 16, T. 46 N., R. 7 E., M.D.M. Close-up view of one of the fracture channel enlargements showing the soil and the fracture line under the shovel. The dead sagebrush sticks probably floated in when this area was under water; September 28, 1959; Photo by D.E. Bunger Close

• 62. [Image] CLEAR LAKE - Underwater soil sampling raft

  	KP-2402-R2 - CLEAR LAKE - Klamath Project. Soil sampling procedure. Veimeir soil sampling tube, about 1 1/8" in diameter being driven into soil on bottom of Clear Lake. The tube is inside 3" pipe which ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE - Underwater soil sampling raft Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1957, 2008, 2006 KP-2402-R2 - CLEAR LAKE - Klamath Project. Soil sampling procedure. Veimeir soil sampling tube, about 1 1/8" in diameter being driven into soil on bottom of Clear Lake. The tube is inside 3" pipe which has been driven about 1 ft. into bottom. Dave Bunger watching John McKeag drive pipe; October 16, 1957; Photo by K. J. Greene Title: CLEAR LAKE - Underwater soil sampling raft Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1957, 2008, 2006 KP-2402-R2 - CLEAR LAKE - Klamath Project. Soil sampling procedure. Veimeir soil sampling tube, about 1 1/8" in diameter being driven into soil on bottom of Clear Lake. The tube is inside 3" pipe which has been driven about 1 ft. into bottom. Dave Bunger watching John McKeag drive pipe; October 16, 1957; Photo by K. J. Greene Close

• 63. [Image] CLEAR LAKE - Underwater soil sampling procedure

  	KP-2404-R2 - CLEAR LAKE - Klamath Project. Pumping air into bottom section of vehmeir tube to extrude soil sample. Winch at right is used to lower and raise 3" pipe in center of raft. Small winch at corner ...
  	Citation × Citation Citation Abstract Copy Title: CLEAR LAKE - Underwater soil sampling procedure Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1957, 2008, 2006 KP-2404-R2 - CLEAR LAKE - Klamath Project. Pumping air into bottom section of vehmeir tube to extrude soil sample. Winch at right is used to lower and raise 3" pipe in center of raft. Small winch at corner of raft near gas cans is one of three attached to anchors; October 16, 1957; Photo by K. J. Greene Title: CLEAR LAKE - Underwater soil sampling procedure Author: United States. Bureau of Reclamation, Greene, K.J. Year: 1957, 2008, 2006 KP-2404-R2 - CLEAR LAKE - Klamath Project. Pumping air into bottom section of vehmeir tube to extrude soil sample. Winch at right is used to lower and raise 3" pipe in center of raft. Small winch at corner of raft near gas cans is one of three attached to anchors; October 16, 1957; Photo by K. J. Greene Close

• 64. [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

• 65. [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

• 66. [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

• 67. [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

• 68. [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

• 69. [Image] Clear Lake Spillway Rehab. - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Don D. Thompson, Sub-contractor

  	P-12-200-2953NA Klamath Project - Oregon-California. View shows dumping concrete from a 7 cubic yard White mixer truck into a 1 cubic yard bucket. Mr. Don Thompson, sub-contractor, is standing beside ...
  	Citation × Citation Citation Abstract Copy Title: Clear Lake Spillway Rehab. - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Don D. Thompson, Sub-contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2953NA Klamath Project - Oregon-California. View shows dumping concrete from a 7 cubic yard White mixer truck into a 1 cubic yard bucket. Mr. Don Thompson, sub-contractor, is standing beside concrete which is being filled from the mixer truck; April 1974; Bureau of Reclamation photo by D. W. Stein Title: Clear Lake Spillway Rehab. - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Don D. Thompson, Sub-contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2953NA Klamath Project - Oregon-California. View shows dumping concrete from a 7 cubic yard White mixer truck into a 1 cubic yard bucket. Mr. Don Thompson, sub-contractor, is standing beside concrete which is being filled from the mixer truck; April 1974; Bureau of Reclamation photo by D. W. Stein Close

• 70. [Image] Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor

  	P-12-200-2980NA Klamath Project - Oregon-California. View of small dike being constructed at south end of Clear Lake Reservoir, looking west. Dike is being compacted by means of loaded sheep's-foot roller, ...
  	Citation × Citation Citation Abstract Copy Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2980NA Klamath Project - Oregon-California. View of small dike being constructed at south end of Clear Lake Reservoir, looking west. Dike is being compacted by means of loaded sheep's-foot roller, 4' x 4'; May 1974; Bureau of Reclamation photo by D. W. Stein Title: Clear Lake Spillway Rehabilitation - Specs. 200C-889 - Roy D. Garren Corporation, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1974, 2008, 2006 P-12-200-2980NA Klamath Project - Oregon-California. View of small dike being constructed at south end of Clear Lake Reservoir, looking west. Dike is being compacted by means of loaded sheep's-foot roller, 4' x 4'; May 1974; Bureau of Reclamation photo by D. W. Stein Close