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Pumping stations -- Design and construction
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P-12-200-2644-Klamath Project, California - TULE LAKE SUMP 3, Pumping Plant 10, Specifications 200C-483. View of west side of plant. Cleanup remains to be done; March 14, 1962; Photo by John A. Renning...
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112. [Image] General View of Location of new Pumping Plant "EE" and Center Flume extention, looking north
P-12-200-4187NA Klamath Project - Oregon-California; June 1976; USBR photo by D. W. SteinCitation -
113. [Image] KSD Enlargement, Lower Klamath Lake Division, Phase II - Specs. 200C-954, RHC Construction, Inc., Contractor
P-12-200-4229NA Klamath Project - Oregon-California. Excavating site for pumping plant "EE". One TD-25 dozer and one D-8 dozer excavating area down to elev. 4070. View lookig north. This is the first ...Citation -
114. [Image] KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor
P-12-200-4231NA Klamath Project - Oregon-California. Pumping Plant "E" area, rt. side of downstream transition. View of showing seepage at elev. 4070± at toe of contractors excavation; September 1976; ...Citation -
115. [Image] KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor
P-12-200-4234NA Klamath Project - Oregon-California. This dewatering well was excavated approximately 10 feet deep with back hoe due to rock that was placed at plant when constructed this was excavated ...Citation -
116. [Image] KSD Enlargement, Lower Klamath Lake Division, Phase II Specs. 200C-954, RHC Construction, Inc., Contractor
P-12-200-4233NA Klamath Project - Oregon-California. Rotary drill rig drilling wells for dewatering Pumping Plant "EE" site. Site was excavated to elev. 4070± and 24" wells were drilled 30± feet; 10" ...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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P12-201-4481 NA Klamath Project, OR-CA. Picture shows area where PP 'E' bridge will be constructed over outlet transition. View taken from west side of KSD, looking east; November 15, 1977; USBR photo ...
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