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United States. Bureau of Reclamation
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371. [Image] 1946 Land Opening - View from southeast corner of Eleanor J. Bolesta's 1946 homestead - one year later
KP-1673-R2 - Klamath Project. 1946 Land Opening. View from southeast corner of Eleanor J. Bolesta's 1946 homestead, taken one year after KP-1415-R2; March 16, 1948; Photo by Dorwin GriseCitation -
372. [Image] 1946 Land Opening - View from southeast corner of Gewin McCracken's 1946 homestead - one year later
KP-1674-R2 - Klamath Project. 1946 Land Opening. View from southeast corner of Gewin McCracken's 1946 homestead, taken one year after photograph No. KP-1674-R2; March 16, 1948; Photo by Dorwin Grise ...Citation -
373. [Image] 1946 Land Opening - View from southwest corner of George A. Smith's 1946 homestead - one year later
KP-1675-R2 - Klamath Project. 1946 Land Opening. View from southwest corner of George A. Smith's 1946 homestead, taken one year after photograph No. KP-1423-R2; March 16, 1948; Photo by Dorwin Grise ...Citation -
KP-1676-R2 - Klamath Project; March 16, 1948; Photo by Dorwin Grise
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375. [Image] View over Coppock Bay lands to be opened in 1948
KP-1677-R2 - Klamath Project; March 16, 1948; Photo by Dorwin GriseCitation -
KP-1678 - R2. Klamath Project; March 16, 1948; Photo by Dorwin Grise
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377. [Image] Dike Stability Studies
KP-1679 - Klamath Project - Dike Stability Studies. Berm slide 600 ft. East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. TolleyCitation -
378. [Image] Dike Stability Studies
KP-1680 - Klamath Project - Dike Stability Studies. Berm sloughing into newly constructed drain 600 ft. East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. Toll...Citation -
379. [Image] Dike Stability Studies
KP-1681 - Klamath Project - Dike Stability Studies. Berm sloughing into newly constructed drain 600 feet East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. Tol...Citation -
KP-1682 - Klamath Project - Seepage Studies. Note that the seepage cracks are located in the undisturbed natural ground beneath the lateral embankment. Parallel drain is constructed to intercept seepage ...
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