Bob
-----Original Message-----
From: Michel Blangy [mailto:mblangy@satco-inc.com]
Sent: Thursday, July 26, 2007 11:01 AM
To: seaint@seaint.org
Subject: RE: excavation
I wonder what the procedure is for getting an OSHA permit and how long it
takes.
Michel Blangy, P.E.
> -----Original Message-----
> From: Garner, Robert [mailto:rgarner@moffattnichol.com]
> Sent: Thursday, July 26, 2007 10:30 AM
> To: seaint@seaint.org
> Subject: RE: excavation
>
>
>
> One method that was allowed by OSHA the last time I used it was
> to have a geotech make a recommendation on the soils stability.
> We used trenches 8 Feet deep after a soils investigation
> confirmed that that was suitable and safe. The geotech report
> was considerably cheaper than the shoring. And even if the soils
> didn't "calc out", we still wound up with a good soils report on
> which to base the shoring design.
>
> Bob Garner, S.E.
>
> -----Original Message-----
> From: Lloyd Pack [mailto:packman90@qwest.net] Sent: Thursday,
> July 26, 2007 10:24 AM
> To: seaint@seaint.org
> Subject: Re: excavation
> On 25 Jul 2007 at 13:20, Bob Freeman wrote:
>
> > > Chris:
> > > In California I understand that any excavation 5(tm)-0 deep
> and deeper
> > needs shoring. I would confirm that with the OSHA documents. I also
> > understand that the fine for not shoring according to code is
> > substantial.
> > > Respectfully,
> > Bob Freeman
> > Architect
> > Structural Designer
> > Integrated Design Services, Inc.
> > (949) 387-8500
> >
> Hello Bob,
>
> I was told that OSHA was okay with depths greater
> than 5 ft. if the width of trench was twice as wide as
> it is deep. So if this is true and the cost of shoring
> would be much more than the cost of the excavator,
> then wider trenches might be an option.
>
> Take Care,
> Lloyd
>
> ******* ****** ******* ******** ******* ******* ******* ***
> * Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> * * This email was sent to you via Structural Engineers *
> Association of Southern California (SEAOSC) server. To *
> subscribe (no fee) or UnSubscribe, please go to:
> *
> *
http://www.seaint.org/sealist1.asp
> *
> * Questions to seaint-ad@seaint.org. Remember, any email you *
> send to the list is public domain and may be re-posted *
> without your permission. Make sure you visit our web * site at:
> http://www.seaint.org ******* ****** ****** ****** ******* ******
> ****** ********
> The information contained in the e-Mail, including any
> accompanying documents or attachments, is from Moffatt & Nichol
> and is intended only for the use of the individual or entity
> named above, and is privileged and confidential. If you are not
> the intended recipient, be aware that any disclosure,
> dissemination, distribution, copying or use of the contents of
> this message is strictly prohibited. If you received this
> message in error, please notify us.
>
> ******* ****** ******* ******** ******* ******* ******* ***
> * Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *
> * This email was sent to you via Structural Engineers
> * Association of Southern California (SEAOSC) server. To
> * subscribe (no fee) or UnSubscribe, please go to:
> *
> *
http://www.seaint.org/sealist1.asp
> *
> * Questions to seaint-ad@seaint.org. Remember, any email you
> * send to the list is public domain and may be re-posted
> * without your permission. Make sure you visit our web
> * site at: http://www.seaint.org
> ******* ****** ****** ****** ******* ****** ****** ********
>
>
******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
*
http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********
The information contained in the e-Mail, including any accompanying documents or attachments, is from Moffatt & Nichol and is intended only for the use of the individual or entity named above, and is privileged and confidential. If you are not the intended recipient, be aware that any disclosure, dissemination, distribution, copying or use of the contents of this message is strictly prohibited. If you received this message in error, please notify us.
******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
*
http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********