My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02099
CWCB
>
Floodplain Documents
>
Backfile
>
1001-2000
>
FLOOD02099
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:57:57 PM
Creation date
10/4/2006 10:36:48 PM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Community
Thornton
Stream Name
South Platte
Title
Mountainview Subdivision Drainage Report
Date
9/4/1980
Prepared For
CWCB
Prepared By
PRC Toups
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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
<br />PRC Toups Corporation <br /> <br />pf'C <br /> <br />" <br /> <br />~! <br /> <br />A design consideration 'that was mentioned in the previous section <br /> <br />is the pond in the southeast corner of the subject property. In ----J" <br />the present des i In, 'it was dec i ded to change the shape of the pond; <br />~-"--... - '~-,,-.......... <br /> <br />hm'/ever, the historical outfall point has not changed. This pond <br /> <br />has been sized to contain 2.30 acre feet and the discharge during <br /> <br />\ \ /.. <br /> <br />a 100-year storm will be at a rate of 25,0 cfs. The historic dis- <br /> <br />charge from this design point is 27 cfs; therefore, the historic <br /> <br />I' <br />. <br /> <br />characteristics of this basin will not be altered. <br /> <br />Basin D discharges into Pond D and the 2 year flow is detained so that <br /> <br />the street capacity at design points 17 and IE are not exceeded. <br /> <br />Likewise, t.he leO year storm is detained so that the discharge into <br /> <br />the East Glenn Subdivision docs not exceed th~ 100 year historic <br /> <br />conditions. <br /> <br />Basin A dischar~es into pond A. ;he design sllggested will include <br /> <br />discharging the 2 yeal' flOl'J as vJell as the lOll year flow into a storm <br /> <br />se~:er to be built in 128th Avenue. This storu se~ler ~Iill tie into <br /> <br />the exi s t i n9 s tc,rm sevier whi ch crosses 128th i\venue and di scha rges <br /> <br />flows to the south. Basin H dischat'ses into i'ond H. Pond H wiil <br /> <br />release at 5 cf! into Colorado Doulcvard. <br /> <br />-8- <br /> <br />" <br /> <br />\.... <br />'" <br /> <br />-; <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.