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--- permanent_diversion [2022/05/13 10:43] – created admin
+++ permanent_diversion [2022/05/13 10:47] (current) – admin
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 Side slopes should be flatter than 3:1, as steeper slopes may be unstable and make maintenance activities more difficult.  Channel slopes will depend upon the topography of the site, but should be designed so that sheet flow is sustained and water velocities are maintained below 5.0 ft/s.
-**Permissible Velocities for Diversion (FPS)**
+^  Table 1: Permissible Velocities for Diversion (FPS)  ^^^^^
-^Soil Texture^Bare Channel^Poor Vegetation^Fair Vegetation^Good Vegetation^
+|**Soil Texture**|  **Bare Channel**  |  **Poor Vegetation**  |  **Fair Vegetation**  |  **Good Vegetation**  |
-|Sand, silt, sandy loam, and silty loam|1.5|1.5|2.0|3.0|
+|Sand, silt, sandy loam, and silty loam|  1.5  |  1.5  |  2.0  |  3.0  |
-|Silty clay loam and sandy clay loam|2.0|2.0|3.0|4.0|
+|Silty clay loam and sandy clay loam|  2.0  |  2.0  |  3.0  |  4.0  |
-|Clay|2.5|2.5|4.0|5.0|
+|Clay|  2.5  |  2.5  |  4.0  |  5.0  |
 ====Outlets====
@@ Line 51: / Line 51: @@
 ==References==
-  *[[https://dnr.wi.gov/topic/stormWater/documents/Construction_Site_Diversion_1066_v2.pdf|Wisconsin DNR Construction Site Diversion Conservation Practice Standard 1066]]
+  *[[https://dnr.wi.gov/topic/stormWater/documents/1066ConstructionSiteDiversion.pdf?_gl=1*jhrh87*_ga*MjA5MzU3MzI0MC4xNjUxODQyNzI4*_ga_251EFTBMLF*MTY1MjQ1MzA0Ny4xLjAuMTY1MjQ1MzA1NC4w|DNR Construction Site Diversion Conservation Practice Standard 1066]]