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  • 2062
    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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  • 382. [Image] Dike Stability Studies
    2063
    KP-1683 - Klamath Project - Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking East; April 5, 1948; Photo by D. E. Grise
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  • 383. [Image] Dike Stability Studies
    2064
    KP-1684 - Klamath Project. Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking across the lateral; April 5, 1948; Photo by D. E. Grise
    Citation
  • 384. [Image] Dike Stability Studies
    2065
    KP-1685 - Klamath Project. Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking East; April 5, 1948; Photo by D. E. Grise
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  • 2066
    KP-1686 - Klamath Project. Lower Cost Canal Lining. M-C-O oil lined section over asphalt membrane lining; April 5, 1948; Photo by D. E. Grise
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  • 2067
    KP-1687 - Klamath Project. Lower Cost Canal Lining. M-C-O oil lined section over asphalt membrane lining; April 5, 1948; Photo by D. E. Grise
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  • 2068
    KP-1688 - Klamath Project. Low Cost Canal Lining. Spreading Volclay bentonite on bank to eliminate seepage. 18-inch earthcover still to be placed to provide protection against mechanical injury; March ...
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  • 2078
    KP-1696 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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  • 2079
    KP-1697 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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  • 2080
    KP-1698 - Klamath Project. Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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