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Flood water had leaked through the hillside and exited near the toe of the dam. |
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Flood waters behind the dam reached 28 feet of depth before the abutment leak occurred. |
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Drilling contractors were hired to investigate the hill side for large cracks. Poor working conditions hampered operations. |
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Geologists and engineers determined that the entire dam needed rehabilitation to safely operate during another major storm event. Here, a crane is used to lift the 38,000 lb. sections of pipe to separate them and replace seals. |
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The stilling basin/plunge pool was re-done with much larger rock to prevent erosion due pipe-full flow conditions. |
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Discharge from large pipes can be very violent and destructive. 48 inch pipe at full flow. |
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Upstream hillside was exposed, and iron pipes set into large cracks for injecting thin concrete (grout) into the cracks. |
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Grout was poured in a trench connecting the top-of-dam to the hill side to cut off water flow. |
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Deep holes were drilled into the hillside to allow grout to be injected under pressure to fill cracks. |
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Top-of-dam used as drilling platform for injecting grout into the abutment. |
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A safe outlet was created for any future leaking that might occur – not likely! |
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Support of Vernon County Board essential for funding the project: Final cost of $450,000: 65% Federal cost share, 17.5% State cost share, 17.5% County cost share. Completed in 29 weeks with no injuries. |
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The Skildum dam repair was completed in 2003. |
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This is a recent (spring 2006) photo of the Skildum dam. |
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