My WebLink
|
Help
|
About
|
Sign Out
Home
pf_03338
Roseville
>
Planning Files
>
Old Numbering System (pre-2007)
>
PF3000 - PF3801
>
3300
>
pf_03338
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2007 1:29:43 PM
Creation date
12/9/2004 7:26:11 AM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
3338
Planning Files - Type
Planned Unit Development
Address
3015 CENTRE POINTE DR
Applicant
CENTRE POINTE/SOLUTIA
Status
Approved
PIN
052923110037
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
466
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).
View images
View plain text
<br />18. Water Quality - Surface Water Runoff: <br />a. Compare the quantity and quality of site runoff before and after the <br />project. Describe methods to be used to manage and/or treat runoff. <br /> <br />The Centre Pointe Business Park has been developed with sites meeting <br />the Business Park PUD requirement of 25% green space. The 1997 EA W <br />was developed assuming that 25% of the developed area would be green <br />space. The proposed improvements to the Solutia site will exceed the <br />minimum green space requirements of 25%. <br /> <br />A stormwater pond located just south of the site has been sufficiently <br />designed to handle the site runoff. The proposed site will produce a peak <br />flow of approximately 3.84-CFS and a total quantity of 0.68 acre-feet for a <br />100-year event. <br /> <br />b. Identify the route(s) and receiving water bodies for runoff from the <br />site. Estimate the impact of the runoff on the quality of the receiving <br />waters. (If the runoff may affect a lake consult ,rEA W Guidelines" <br />about whether a nutrient budget analysis is needed.) <br /> <br />The site will drain to the existing stormwater pond through the storm <br />sewer system. The stormwater pond drains to an existing storm sewer <br />located in Centre Pointe Drive. Once in the sewer the water is carried <br />north and then west to Ramsey County Ditch #2. Ditch #2 transfers and <br />discharges the water into Rice Creek. County Ditch #2 has been designed <br />to accept water from this area. The development of this site will not <br />adversly affect the existing storm drainage system. <br /> <br />Page 16 <br />
The URL can be used to link to this page
Your browser does not support the video tag.