My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Item 15 - Award Construction Contract for the Santa Ana Zoo Stormwater Capture and Diversion Project
Clerk
>
Agenda Packets / Staff Reports
>
City Council (2004 - Present)
>
2025
>
12/02/2025
>
Item 15 - Award Construction Contract for the Santa Ana Zoo Stormwater Capture and Diversion Project
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/26/2025 11:00:08 AM
Creation date
11/26/2025 8:25:51 AM
Metadata
Fields
Template:
City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
15
Date
12/2/2025
Destruction Year
P
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
133
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
City of Santa Ana California Environmental Quality Act <br />Initial Study/Mitigated Negative Declaration <br />➢ Sonic Pile Driving - At the upper range reference vibration for the sonic/vibratory pile driver, the <br />risk for damage to nearby buildings begins when the equipment is 32 feet or closer to the <br />structure. The nearest piling is expected to be 20 feet from the closest structure, so vibration <br />limit exceedances would remain with use of a vibratory pile driver. <br />➢ Drilled Piles - Noise emission levels from bored/drilled pilling methods are approximately 15 dB <br />lower and peak particle velocity (PPV) levels may be more than 15 times lower than those due to <br />traditional impact piling. The use of these methods will eliminate the vibration impacts of all <br />receivers. These methods will also substantially reduce the noise impacts and in most cases they <br />will also be eliminated, with the use of a suitable noise barrier. <br />➢ Hammer Energy - A recommended way to reduce PPV is to lower the hammer energy since there <br />is a direct relationship between hammer energy and the resultant ground vibration. Ground PPV <br />generally follows a square root relationship with hammer energy (i.e. PPV — /Hammer Energy). <br />The degree of hammer energy reduction must be balanced against the likelihood/severity of <br />expected exceedances, increase in total driving time, and ability to drive to required friction <br />tolerances. <br />➢ Vibration Monitoring - It is recommended that vibration monitoring be conducted at any building <br />where equipment is operating closer than the limits noted in Table 3-4. <br />Table 3-4 Construction Equipment Vibration Reference Levels <br />Equipment Description <br />Minimum Separation Distance <br />Pile Driver (impact) <br />52 feet <br />Pile Driver (Vibratory) <br />32 feet <br />Vibratory Roller <br />14 feet <br />Compactor (Ground) <br />13 feet <br />Large Bulldozer <br />8 feet <br />-37CWE7 <br />- <br />
The URL can be used to link to this page
Your browser does not support the video tag.