My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2023-09-07_REVISION - M1990057
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1990057
>
2023-09-07_REVISION - M1990057
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/13/2023 8:40:17 AM
Creation date
9/11/2023 9:13:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1990057
IBM Index Class Name
Revision
Doc Date
9/7/2023
Doc Name Note
Response to Objection to Application
Doc Name
Response to Objection to Application
From
CJK Milling
To
DRMS
Type & Sequence
CN2
Email Name
LJW
THM
Media Type
D
Archive
No
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.
/
252
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
Welborn Sullivan Meck&Tooley&Leadville Sanitation 11 <br /> June 9,2023 <br /> activities. The procedure utilizes a reference distance of 25 feet (distance from the source of <br /> vibration that the original data was collected) and involves the following three steps: <br /> 1. Select the type of construction equipment and associated vibration source levels from a table <br /> in the FTA manual(reproduced as Table 1 in Appendix D). <br /> 2. Use the following formula to make the propagation adjustment (based on point sources with <br /> normal propagation): <br /> PPVequip =PPVref(25/D)" <br /> Where: <br /> • PPVeq ;P is the peak particle velocity (in/sec) of the equipment adjusted for <br /> distance <br /> • PPVref is the reference peak particle velocity (in/sec) at 25 feet from the FTA <br /> table (refer to Appendix D, Table 1) <br /> • D is the distance from the equipment to the receiver <br /> From Appendix D, Table 1 referenced above (and shown in Table 3), A vibratory roller <br /> with a PPV of 0.210 in/sec was selected to approximate the crusher. This is considered <br /> conservative as compared to a vibratory roller since, (1) the crusher is lower energy — <br /> 22Hp vs over 120Hp for a vibratory roller and (2) that the roller runs on the ground and is <br /> designed to vibrate the ground vs. the crusher which will be mounted mounted in a fixed <br /> location. <br /> Table 3 <br /> Vibration Source Levels for Construction Equipment from the FTA.2006 Manual <br /> on Transit Noise and Vibration Assessment <br /> Equipment ('PV i in sec.).at 25 fLet <br /> thle dnaetlimWli u111"I i ui c 9 <br /> Pile Dever Isomcl - ran c - 0.734 <br /> teal ._0,1 r0 <br /> Clam shoarl drop Islutrs%all 0-20 <br /> fivdtomtOlslumwalll in soil 0.00N <br /> in cool 0.017 <br /> Hot Ram OAW9 <br /> targa 1+uI IJt icti O.M 19 <br /> C'ata+m di I II m o 0.089 <br /> Losaled I to i 0.076 <br /> Jaclhun i,o 0,035 <br /> Small bulkhve n+�' <br /> -- —- _ <br /> Sawtcc.Intoi matron from 4'tbtatton Source Lc•scl.&,t t onsuuttton Lququnem.Federal Transit <br /> dmmtsralnon.20%,Transit neisr and Mwariaror inywt i assessment.FTANA-90.1003-06.Office of <br /> Planning and 1-imtortment_Washingtom D.C..Pn4ured by Hams Miller&Hamvon.Inc..BurUnguwi,MA <br /> Vibrations arc mc�uted data from the foliowing sources: <br /> PPVs are calculated for the sewer, which is about 125ft from the crusher and the closest <br /> building at the WWTF, about 1,265ft from the crusher as shown in the Figure 4. <br />
The URL can be used to link to this page
Your browser does not support the video tag.