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Land use history
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Irrigation projects
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Klamath Project (U.S.) -- History
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Klamath Straits Drain (Oregon)
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Pumping Plant EE (Oregon)
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P-12-201-4302 NA Klamath Project, OR-CA. Crane moving to second landing to complete second half of Plant EE excavation. View Looking east; December 1976; USBR photo by D. J. Kline
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P-12-201-4295 NA Klamath Project, OR-CA. Excavation of Pumping Plant EE site, using dragline. A 3500 Manitowoc crane with 1-yard bucket, was in use. Material encountered was same as indicated in Drawing ...
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P12-201-4386 NA Klamath Project, OR-CA. Laborers working on compacted backfill on east side of Pumping Plant EE. Wackers were used on 6" lifts along sides close to structure. Five ton vibratory roller ...
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P12-201-4534 NA Klamath Project, OR-CA. Pumping Plant EE -- Plant E bridge piling at a depth of 39 feet after nearly 2 days' work. Note water jet at this time consisted of 3/4" steel pipe with Gorman Rupp ...
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P12-201-4574NA Klamath Project, OR-CA. Pumping Plant EE. Drain excavation outlet side using Bycyrus (sic) Erie 22B dragline with 1 yd. bucket. Note stilling well and flow pipes to stilling well; April ...
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P-12-201-4303 NA Klamath Project, OR-CA. Soldier piling (1'x1') driven to contractor's plan to a depth of ±9', to be used in conjunction with wood lagging to protect worker and work inside Plant EE work ...
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P12-201-4318 NA Klamath Project, OR-CA. Vulcan No. 1 hammer to be used in Pumping Plant EE pile driving; January 18, 1977; USBR photo by D. J. Kline
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P12-201-4337 NA Klamath Project, OR-CA. Pump used for water jetting piling on Plant EE. Suction line steel and outlet 2½" canvas; February 23, 1977; USBR photo by D. J. Kline
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P12-201-4344 NA Klamath Project, OR-CA. Pumping Plant EE - View looking northeast at pild (sic) driving trestle after removal of Bent #4. Note side and end rails, which have been reinforced to allow use ...
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P12-201-4348 NA Klamath Project, OR-CA. Pumping Plant EE - View looking north along west wall area at concrete placement for the foundation slab of Plant EE. Concrete was hauled to jobsite in 8 c.y. loads ...
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