|
Help
|
About
|
Sign Out
Home
Browse
Search
DCPREZ-0000-03868
DaneCounty-Planning
>
Zoning
>
1 Rezones
>
0000 YR
>
DCPREZ-0000-03868
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2017 3:58:53 PM
Creation date
3/14/2017 3:58:19 PM
Metadata
Fields
Template:
Rezone/CUP
Rezone/CUP - Type
Rezone
Petition Number
03868
Town
Windsor Township
Section Numbers
22
AccelaLink
DCPREZ-0000-3868
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Milk <br /> 25 5 = <br /> 4 - <br /> Earth embankment. The design height of the embankment shall be increased by <br /> the amount needed to insure that the design top elevation will be maintained <br /> ( ` after settlement. This increase shall not be less than 5 percent. The <br /> minimum top width shall be 8 feet. The combined side slopes of the settled r <br /> embankment shall not be less than 5 horizontal to 1 vertical . <br /> All areas under embankments should be stripped to remove vegetation and un- _ <br /> suitable materials before placing fill . When fill heights will exceed 10 <br /> feet,. cutoff trenches will be installed under the embankments. ,For ponds with a drainage area, the minimum elevation of the top of the <br /> settled embankment shall be 1 foot above the elevation of the water surface <br /> during the 25-year, 24-hour emergency spillway storm occurring when the design - - <br /> - r volume is filled. For ponds without a drainage area, the minimum elevation of <br /> the settled top shall be 1 foot above the design volume. , . - - <br /> , <br /> . - ,--- <br /> Disposal facilities. Waste shall be removed from storage vand used <br /> dsor sd <br /> of at locations, times;- rates, and volumes shown in the o dlmanage- <br /> ment plan without polluting the surface or ground water. <br /> to remove and apply <br /> Waste ma be i liquid, <br /> slurry, or solid, and proper equipment must be available <br /> it to the land. <br /> --- <br /> If polluted runoff is stored, liquids shall be removed promptly to insure that <br /> sufficient capacity is available to store runoff from subsequentostor s. from e <br /> maximum allowable emptying time shall be based on <br /> subsequent storms and on the capacity of the disposal area. <br /> Provisions shall be made for •removing solids from storage ponds to preserve _ _- <br /> the storage capacity. The method of removal must be considered in planning, <br /> C n determining the size and shape of the pond. For ponds built <br /> particularly - <br /> to store runoff and waste water, an entrance ramp having a slope of 4:1 or <br /> flatter may be used. For those built to store slurry and solid waste, some <br /> 4 type of emptying facility must be provided. It may be a dock, a pumping <br /> platform, a retaining wall , or a ramp having a slope of 7:1 or flatter. <br /> Protection. If the waste storage pond creates a safety hazard,fitmshall be <br /> fenced and warning signs posted to prevent children for other than the intended purpose. The embankment and surrounding areas _ _ <br /> shall be vegetated to control erosion. Vegetative sceens <br /> or other me iodsove <br /> should be used as necessary to shield the pond from p e <br /> visual conditions. Normally no vegetative screening is necessary if the <br /> [ surface of the pond when full cannot be observed from a public view. <br /> USDA-SCS-Wisconsin <br /> Section IV <br /> Technical Guide <br /> 10/83 <br />
The URL can be used to link to this page
Your browser does not support the video tag.