Search

Search Results

• 481. [Image] Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor

  	P-12-200-4155NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4155NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. The 8-inch plastic pipe sections (20 ft. sections) are coupled together and strung out along line, then the sock (drain guard) is put on in the field. The 6-inch plastic pipe comes in 100 ft. sections and 4-inch plastic pipe comes in 250 ft., with the sock (drain guard) already installed; May 1976; USBR photo by D. W. Stein Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4155NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. The 8-inch plastic pipe sections (20 ft. sections) are coupled together and strung out along line, then the sock (drain guard) is put on in the field. The 6-inch plastic pipe comes in 100 ft. sections and 4-inch plastic pipe comes in 250 ft., with the sock (drain guard) already installed; May 1976; USBR photo by D. W. Stein Close

• 482. [Image] Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor

  	P-12-200-4156NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4156NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. Hoes Trencher excavating for 20 ft. section of 8" CMP to be installed as the outlet section; May 1976; USBR photo by D. W. Stein Title: Klamath Straits Drain Enlargement, Lower Klamath Lake Division - Specs. 200C-922, Patterson Construction Company, Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4156NA Klamath Project - Oregon-California. Placing 8, 6, and 4-inch perforated plastic pipe with drain guard approximately 6 ft. deep, 3 ft. inside our right of way between Sta. 210 and 267, on western side of Straits Drain. This is adjacent to Clyde Horsley's Property and is in lieu of an open toe drain. Hoes Trencher excavating for 20 ft. section of 8" CMP to be installed as the outlet section; May 1976; USBR photo by D. W. Stein Close

• 483. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4535 NA Klamath Project, OR-CA. Pumping Plant EE -- View looking at west abutment for Plant E bridge. Additional piles for the abutment are shown with the pile on the left finished and the pile ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.W. Year: 1978, 2009, 2007 P12-201-4535 NA Klamath Project, OR-CA. Pumping Plant EE -- View looking at west abutment for Plant E bridge. Additional piles for the abutment are shown with the pile on the left finished and the pile on the right refusing at 30' penetration with 3/4" water jet stuck at 23' penetration. Note contractor's personnel working on Vulcan No. 1 hummer after right hummer slide sheared off of hummer. This forced a halt in driving until the hummer was repaired; March 21, 1978; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.W. Year: 1978, 2009, 2007 P12-201-4535 NA Klamath Project, OR-CA. Pumping Plant EE -- View looking at west abutment for Plant E bridge. Additional piles for the abutment are shown with the pile on the left finished and the pile on the right refusing at 30' penetration with 3/4" water jet stuck at 23' penetration. Note contractor's personnel working on Vulcan No. 1 hummer after right hummer slide sheared off of hummer. This forced a halt in driving until the hummer was repaired; March 21, 1978; USBR photo by D.J. Kline Close

• 484. [Image] Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4389 NA Klamath Project, OR-CA. Center Canal Flume--View showing original flume pier excavation. Notice area of light coloring behind perforated culvert. This is sand washed out from pile driving ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4389 NA Klamath Project, OR-CA. Center Canal Flume--View showing original flume pier excavation. Notice area of light coloring behind perforated culvert. This is sand washed out from pile driving operations on added pier. Mr. Stein and I became concerned because it appeared we were doing more damage than good to surrounding soil, trying to reach 35' penetration on piling, as required by the Region. This sand boiled up from bottom of excavation some 15 feet west of pile driving; June 15, 1977; USBR photo by D. J. Kline Title: Kl. Str. Drain Enlargement, Phase II, Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4389 NA Klamath Project, OR-CA. Center Canal Flume--View showing original flume pier excavation. Notice area of light coloring behind perforated culvert. This is sand washed out from pile driving operations on added pier. Mr. Stein and I became concerned because it appeared we were doing more damage than good to surrounding soil, trying to reach 35' penetration on piling, as required by the Region. This sand boiled up from bottom of excavation some 15 feet west of pile driving; June 15, 1977; USBR photo by D. J. Kline Close

• 485. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4429 NA Klamath Project, OR-CA. Ady Canal, U.S. Hway 97 and SPRR siphon--View looking east of west portal of tunnel under Hwy 97. Bobcat loader. Contractor's ventilation system and channel iron ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4429 NA Klamath Project, OR-CA. Ady Canal, U.S. Hway 97 and SPRR siphon--View looking east of west portal of tunnel under Hwy 97. Bobcat loader. Contractor's ventilation system and channel iron ramps inside tunnel can be seen. The bobcat is driven across an earthen pad and up the ramps to remove material from the excavation face. This protects the tunnel liner plate during construction of the tunnel; August 16, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4429 NA Klamath Project, OR-CA. Ady Canal, U.S. Hway 97 and SPRR siphon--View looking east of west portal of tunnel under Hwy 97. Bobcat loader. Contractor's ventilation system and channel iron ramps inside tunnel can be seen. The bobcat is driven across an earthen pad and up the ramps to remove material from the excavation face. This protects the tunnel liner plate during construction of the tunnel; August 16, 1977; USBR photo by D.J. Kline Close

• 486. [Image] Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor

  	P12-201-4449 NA Klamath Project, OR-CA. Concrete repairs at Plant FF 2nd left front wall. Had excessive amount of rock pockets due to apparent faulty air powered vibrators. Cold joint due to E-Con Placer ...
  	Citation × Citation Citation Abstract Copy Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4449 NA Klamath Project, OR-CA. Concrete repairs at Plant FF 2nd left front wall. Had excessive amount of rock pockets due to apparent faulty air powered vibrators. Cold joint due to E-Con Placer breakdown is the light colored portion midway up door blockout. Contractor is placed ± 5" lift of grout over cold joint, then continued with regular 1½" aggregate concrete. The joint came out better than had been expected; August 24, 1977; USBR photo by D.J. Kline Title: Kl. Str. Dr. Enlargement, Phase II Specs. 200C-954- RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, Kline, D.J. Year: 1977, 2009, 2007 P12-201-4449 NA Klamath Project, OR-CA. Concrete repairs at Plant FF 2nd left front wall. Had excessive amount of rock pockets due to apparent faulty air powered vibrators. Cold joint due to E-Con Placer breakdown is the light colored portion midway up door blockout. Contractor is placed ± 5" lift of grout over cold joint, then continued with regular 1½" aggregate concrete. The joint came out better than had been expected; August 24, 1977; USBR photo by D.J. Kline Close

• 487. [Image] KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor

  	P-12-200-4206NA Klamath Project - Oregon-California. (Caption same as P-12-200-4205, except looking northeast).
  	Citation × Citation Citation Abstract Copy Title: KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4206NA Klamath Project - Oregon-California. (Caption same as P-12-200-4205, except looking northeast). Title: KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, Stein, D.W. Year: 1976, 2009, 2006 P-12-200-4206NA Klamath Project - Oregon-California. (Caption same as P-12-200-4205, except looking northeast). Close

• 488. [Image] KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor

  	P-12-200-4215NA Klamath Project - Oregon-California. Motor grader leveling out sub-base material on road at Sta. 60±, looking north.
  	Citation × Citation Citation Abstract Copy Title: KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, [Stein, D.W.] Year: 1976, 2009, 2006 P-12-200-4215NA Klamath Project - Oregon-California. Motor grader leveling out sub-base material on road at Sta. 60±, looking north. Title: KSD Enlargement, Lower Klamath Lake Division, Specs. 200C-922 - Patterson Constr. Co., Contractor Author: United States. Bureau of Reclamation, [Stein, D.W.] Year: 1976, 2009, 2006 P-12-200-4215NA Klamath Project - Oregon-California. Motor grader leveling out sub-base material on road at Sta. 60±, looking north. Close

• 489. [Image] KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor

  	P-12-200-4232NA Klamath Project - Oregon-California. Pumping Plant "EE" site. View of material before drilling operations for dewatering well. Note large boulders that were excavated. This material ...
  	Citation × Citation Citation Abstract Copy Title: KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor Author: United States. Bureau of Reclamation, [Stein, D.W.] Year: 1976, 2009, 2006 P-12-200-4232NA Klamath Project - Oregon-California. Pumping Plant "EE" site. View of material before drilling operations for dewatering well. Note large boulders that were excavated. This material is import that was back-filled at existing plant when constructed. Title: KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor Author: United States. Bureau of Reclamation, [Stein, D.W.] Year: 1976, 2009, 2006 P-12-200-4232NA Klamath Project - Oregon-California. Pumping Plant "EE" site. View of material before drilling operations for dewatering well. Note large boulders that were excavated. This material is import that was back-filled at existing plant when constructed. Close

• 490. [Image] KSD Enlargement, Phase II - Specs. 200C-954 - RHC Constr., Inc., Contractor

  	P12-201-4293 NA Klamath Project OR-CA. View of pier outlet transition with 2"x4" every foot in foreground. Note pressed wood 4' x 8' sheets, with compacted backfill. Forms will be removed after placement. ...
  	Citation × Citation Citation Abstract Copy Title: KSD Enlargement, Phase II - Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, [Kline, D.J.] Year: 1977, 2009, 2007 P12-201-4293 NA Klamath Project OR-CA. View of pier outlet transition with 2"x4" every foot in foreground. Note pressed wood 4' x 8' sheets, with compacted backfill. Forms will be removed after placement. Center Canal Flume Title: KSD Enlargement, Phase II - Specs. 200C-954 - RHC Constr., Inc., Contractor Author: United States. Bureau of Reclamation, [Kline, D.J.] Year: 1977, 2009, 2007 P12-201-4293 NA Klamath Project OR-CA. View of pier outlet transition with 2"x4" every foot in foreground. Note pressed wood 4' x 8' sheets, with compacted backfill. Forms will be removed after placement. Center Canal Flume Close