My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0014502
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WEST
>
11000
>
2600 - Land Use Program
>
PA-1900240
>
SU0014502
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2022 10:29:54 AM
Creation date
11/4/2021 4:18:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014502
PE
2675
FACILITY_NAME
PA-1900240
STREET_NUMBER
11000
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
LODI
Zip
95242-
APN
05908029, -07 -30
ENTERED_DATE
11/4/2021 12:00:00 AM
SITE_LOCATION
11000 N WEST LN
RECEIVED_DATE
5/2/2022 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
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.
/
464
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
Administrative Draft Environmental Impact Report <br /> Gill Medical Center Project <br /> Excessive groundborne vibration impacts result from continuously occurring vibration levels. Increases in <br /> groundborne vibration levels attributable to the Project would be primarily associated with short-term <br /> construction-related activities. Construction on the Project site would have the potential to result in <br /> varying degrees of temporary groundborne vibration, depending on the specific construction equipment <br /> used and the operations involved. Ground vibration generated by construction equipment spreads <br /> through the ground and diminishes in magnitude with increases in distance. <br /> Construction-related ground vibration is normally associated with impact equipment such as pile drivers, <br /> jackhammers, and the operation of some heavy-duty construction equipment, such as dozers and trucks. <br /> It is noted that pile drivers would not be necessary during Project construction.Vibration decreases <br /> rapidly with distance and it is acknowledged that construction activities would occur throughout the <br /> Project site and would not be concentrated at the point closest to sensitive receptors. Groundborne <br /> vibration levels associated with construction equipment are summarized in Table 4.15-14. <br /> Table 4.15-14.Representative Vibration Source Levels for Construction Equipment <br /> Equipment Type Peak Particle Velocity at 25 Feet(inches per second) <br /> Large Bulldozer 0.089 <br /> Caisson Drilling 0.089 <br /> Loaded Trucks 0.076 <br /> Hoe Ram 0.089 <br /> Jackhammer 0.035 <br /> Small Bulldozer/Tractor 0.003 <br /> Source: FTA 2018;Caltrans 2020 <br /> The County's Noise Policy of the General Plan, Goal PHS-9.4, states that the County shall require <br /> construction projects anticipated to generate a significant amount of vibration to ensure acceptable <br /> interior vibration levels at nearby vibration-sensitive uses based on FTA criteria. For the purpose of this <br /> analysis, the FTA's recommendation of 0.2 inches per second peak particle velocity with respect to the <br /> prevention of structural damage for non-engineered timber and masonry buildings is used as a threshold. <br /> This is also the level at which vibrations may begin to annoy people in buildings. <br /> It is acknowledged that construction activities would occur throughout the Project site and would not be <br /> concentrated at the point closest to the nearest structure. Consistent with FTA recommendations for <br /> calculating construction vibration, construction vibration was measured from the center of the Project site <br /> (FTA 2018).The nearest structure of concern is located on the adjacent residential property approximately <br /> 330 feet distant. <br /> Based on the representative vibration levels presented for various construction equipment types in Table <br /> 4.15-14 and the construction vibration assessment methodology published by the FTA (2018), it is <br /> Noise 4.15-33 October 2021 <br />
The URL can be used to link to this page
Your browser does not support the video tag.