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2271. [Image] Aerial view looking upstream at Lower Lost River Diversion Dam on Lost River 3 miles southeast of Merrill, Oregon
P-12-200-4269 NA Klamath Project, California-Oregon. Diversions at this dam are carried in "J" Canal to serve lands of the Tule Lake Division. It is a reinforced concrete slab and buttress type, 23 feet ...Citation -
2272. [Image] Aerial view looking upstream at Lower Lost River Diversion Dam on Lost River 3 miles southeast of Merrill, Oregon
P-12-200-4270 NA Klamath Project, California-Oregon. Diversions at this dam are carried in "J" Canal to serve lands of the Tule Lake Division. It is a reinforced concrete slab and buttress type, 23 feet ...Citation -
P-12-200-4271 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
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P-12-200-4272 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
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P-12-200-4273 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
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P-12-200-4274 NA Klamath Project, Califorrnia-Oregon. The Dam is a concrete weir, removable crest, embankment wing type structure, with a height of 5 feet, and a crest length of 290 feet; June 23, 1978; ...
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2277. [Image] Aerial view showing typical agriculture crops in the Klamath Project service area southerly of Klamath Falls, Oregon
P-12-200-4277 NA Klamath Project California-Oregon. (most adaptable are cereal grains, alfalfa hay, irrigated pastures and potatoes). A portion of the "J" Canal is seen on the right. Water diversions at ...Citation -
P12-201-4477 NA Klamath Project, OR-CA. Spoils removed from west side of PP 'E' bridge pile location sites. Note large rock; November 16, 1977; USBR photo by D.J. Kline
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P12-201-4478 NA Klamath Project, OR-CA. View of a typical hole excavated by contractor to a depth of 12'. At this point material thinned out. Also this was maximum depth attainable by Case 580C Extend-a-Hoe; ...
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P12-201-4479 NA Klamath Project, OR-CA. Contractor had to pre-excavate sites where PP 'E' bridge piling would be driven. During construction of PP 'E', a pit run material was used for backfill. Apparently ...
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