My WebLink
|
Help
|
About
|
Sign Out
ORD 2009
City of Pleasanton
>
CITY CLERK
>
ORDINANCES
>
2001 - 2100
>
ORD 2009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/30/2023 4:22:02 PM
Creation date
3/13/2013 12:44:21 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
ORDINANCES
DOCUMENT DATE
9/21/2010
DOCUMENT NO
ORD 2009
Tags
Ordinance
Description:
Ordinance
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
32
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
Accordingly, the project, as conditioned, is compatible with previously developed <br /> properties in the vicinity and adjacent proposed projects, and the natural, <br /> topographic features of the site. <br /> 4. Does grading take into account environmental characteristics and is it <br /> designed in keeping with the best engineering practices to avoid <br /> erosion, slides, or flooding to have as minimal an effect upon the <br /> environment as possible? <br /> The natural topography of the site is relatively flat. Minus the grading for the <br /> basin, minimal changes in grades are proposed. Relatively steep slope banks <br /> (2:1) are proposed in the basin. Additional slope stability information will be <br /> subject to the review and approval of the City Engineer prior to construction. As <br /> conditioned, the basin's slope banks will be revised to have a 3:1 slope, unless <br /> otherwise determined by the City Engineer. Based on basin modeling <br /> information provided to date, the City Engineer believes the entire basin can <br /> have a 3:1 slope, which is gentler than the 2:1 slope proposed for portions of the <br /> basin. <br /> The site is not located within an Alquist-Priolo Earthquake Fault Zone. <br /> The proposed project will require the construction of storm water detention <br /> facilities to contain the 100-year flood. An EIR mitigation measure for the project <br /> requires the site to be removed from the flood hazard area prior to occupancy. <br /> However, this is a City park and the Engineering Division will require this to be <br /> completed prior to the issuance of a building permit. Engineering modeling <br /> indicates that implementation of the Livermore flood protection improvements, as <br /> part of Livermore's approved El Charro Specific Plan, will provide sufficient <br /> detention to prevent inundation of the Staples Ranch site for the 100-year storm <br /> event. It is anticipated that Livermore will begin the construction of these <br /> improvements next year. <br /> To help prevent the erosion and pollution of the Arroyo Mocho, on site storm <br /> water will be treated on site for contaminates and directed into the basin, before <br /> being released into the Arroyo Mocho. <br /> On site erosion control and dust suppression measures will be documented in <br /> the improvement plans and inspected by the Building and Safety Division during <br /> construction. <br /> Accordingly, the grading, as conditioned, takes into account environmental <br /> characteristics and is designed in keeping with the best engineering practices to <br /> avoid erosion, slides, or flooding to have as minimal an effect upon the <br /> environment as possible. <br /> PUD Findings—PUD-80 <br /> Page 3 of 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.