Kitsap Conservation District Annual Meeting - 11 October 2006

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Contents

  1. Permeable Heavy Use Area for Livestock Farms

  2. Agenda

  3. Reasons to build a HUA

  4. Typical HUA Description

  5. Permeable HUA

  6. Lab Testing

  7. Gravel and Test Buckets marked at 6" and 12" depth

  8. Gravel bucket filled slightly over 6" with 2.5" rock and compacted, Water bucket filled to 6"

  9. Water level = 3-5/8" after filling 2.5" Gravel Bucket to 6" line Water capacity = 39.6%

  10. 2.5" Gravel & Water Buckets after filling Gravel Bucket with water to 6" line

  11. 2.5" Gravel placed loose in Orange Bucket after test Notice additional rock volume w/o compaction

  12. Gravel bucket filled slightly over 6" with 1"-Minus and compacted, Water bucket filled to 6"

  13. Water level = 3-1/2" after filling 1"-minus Gravel Bucket to 6" line Water capacity = 41.7%

  14. 1"-minus Gravel placed loose in Orange Bucket after test Notice additional rock volume w/o compaction

  15. 2.5" rock placed and compacted to slightly below 6" level

  16. 1"-minus placed on top and compacted to slightly over 12", water bucket filled to 12" See note (next) -

  17. Note on Rock Levels and Placement

  18. Water level = 7-7/8" after filling Permeable HUA Gravel Bucket to 12" line Water capacity = 34.4%

  19. 2.5" & 1"-minus Gravel placed loose in Orange Bucket after test Notice additional rock volume w/o compaction

  20. Proposed Hyatt HUA

  21. Proposed Hyatt HUA

  22. Proposed Hyatt HUA

  23. Storm Runoff Table,

  24. Storm Runoff Table,

  25. Simulation with WaterWorks

  26. Level Pool Routing Results:

  27. Conclusion:


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Information:
This Macromedia FLASH Animation is provided by ECO-TERR Distributing Inc. Provided as a public service for the Kitsap Conservation District 3 October 2006. 2006 Copyright Kitsap CD. All rights reserved.

Last updated:
October 03, 2006 (Tuesday)

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