My WebLink
|
Help
|
About
|
Sign Out
Home
pf_03208
Roseville
>
Planning Files
>
Old Numbering System (pre-2007)
>
PF3000 - PF3801
>
3200
>
pf_03208
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/26/2007 3:33:27 PM
Creation date
12/9/2004 6:52:21 AM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
3208
Planning Files - Type
Planned Unit Development
Address
CENTRE POINTE
Applicant
CSM Corporation
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
99
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 />north and directly into storm sewer pipe in,Center Pointe Drive. The existing storm <br />sewer eventually discharges into a City retention pond adjacent to DNR wetland 62-50. <br /> <br />Sanitary SewerlWater Demand , <br />Sanitary sewer has been extended to the site rrom the existing sewer main located in . <br />Centre Pointe Drive. <br /> <br />Sanitary sewer will be handled by the City ofRoseville system. It is estimated that the, <br />proposed improvements will contribute a peak flow of20 gpnito the sanitary 'sewer. <br />system. Existing 8 inch and 10 inch sanitary sewers exist in Centre Pointe Drive, Lydia <br />Avenue and Clevel3;nd Avenue. These gravity lines flow to a lift station located about <br />600 feet north of Lydia Avenue on the west side of Cleveland Avenue. This lift station <br />was upgraded in 1987 to handle all flowsftom the Centre Pointe development. The <br />sewer lines are located such that they will handle most or all of the site.' All the sewers <br />ultimately reach the trunk sewer line in lona Lane then onto the Metro Treatment Plant in <br />St. Paul.' ' ' <br /> <br />The City ofRoseville municipal water supply will be used to provide domestic water <br />supply to the city. Roseville receives its water ftom the City of St. Paul. Assuming a . <br />daily consumption rate of800 - 1500 gallons per acre per day for commercial pses, total, <br />consumption for the site would be 2,376-4,455 gallons per day for the 2.97-acre site. <br />According to the St. Paul Water Utility, the maximum capacity of their water supply <br />facility is 168 million gallons per day and their current average utilizatiop rate is 52 <br />million gallons per day. There is suffipient capacity to accommodate the estimated <br />maximum demand of 4,455 gallons per day forthe .~ite. <br /> <br />Based on the above, we. believe there .is no need to prepare a new EA W. The March 1997 <br />EAW still adequately analyzes ~he effects of the proposed develo'pment. Please feel ftee <br />to contact RLK with any questions pertaining to the above information. <br /> <br />Sincerely, <br /> <br />p:~p <br /> <br /> <br />Joseph'M. Samuel, P.E. <br />'Professional Engineer <br /> <br />H:\ADMIN-DOCS\My Documents\99-423-M\Memo to Dennis Welsch.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.