My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Re: garage/retaining wall collapse
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Road - (AKA: Co. Rd. 84)
>
4050 Bayside Road - 06-117-23-11-0004
>
Correspondence
>
Re: garage/retaining wall collapse
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:22:54 PM
Creation date
8/26/2015 2:24:46 PM
Metadata
Fields
Template:
x Address Old
House Number
4050
Street Name
Bayside
Street Type
Road
Address
4050 Bayside Rd
Document Type
Correspondence
PIN
0611723110004
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
13
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
To:Lyle Oman Page 5 of 6 2004-12-16 20:05:31 (GMT) 19524872601 From:thad steele <br /> DEC-�3-2004 i10h1 08�04 P�I GllY ENGINEERIHG rAx NU. ����3�343e r: u� <br /> GUY EP�1GIPiE�RING GCI�P,FILE Na. Qdr01�-015 PAGE 4�F 4 <br /> �050 BAYSIDE ROArJ, Me�LE Pt:.A1N,MtNNESa'�A► i3EC�t�BER 11,2�Qd <br /> Assessment anci Ge»arai Recorr�rnendattons; <br /> �ift�r visiting th�site, observing and documenting the cartdifio�ts �s re{ates to this <br /> evaluativn, �nt! aas�d upon the training and experience of the investigators, We hava. <br /> fonned the fallewing r.ancVusions and opinions with a reast►n�ble degrae c�f certainty; <br /> �'tecomme�dations sha11 t�e impternented ay experiettGed contraGtors, in accordanc� <br /> with a►I Stafe and L.acai rec�ufations,and with vaC�d�+uilding perm►ts as required. i"he <br /> recommendatiorts ar�general recc�mmenda�io�►s- C�x►tractoris are resperosib{�to <br /> acc.ount tor and Gortsider all construction methods�nd ancillary ar incidentai items <br /> necessary to effect a cc�mpleled projeGt, Gonfractorls are respansibf� for deSign snd <br /> installatian of any and ail tempt�rary shoring nEc.�ssary to effeci s r.ampleted pro(ect. <br /> C.ontra�lQNs arQ responsible for prc�viding att safety equfpment, trafn+rrg and supervision. <br /> Engineer has no respansibilify for any safiely m�asuras, IVo investigation of radc�n, mold <br /> ar other health relatecl conditians is part of the sc�pe of work of thls ass'sgnment. We <br /> Iake na re5ponslbility far eitfger de�ection af flr mitigating af radon, mald or otf,er such <br /> conditions. 5hould the awner arciient feet cQneerned regarding thes� arQther <br /> conditions we recammend that the owner retairr Inclependent experks practicing in the <br /> 8re�s Qf radcan and ar mo1Ct cietection and mitigatior�and/or environmental concerns_ Na <br /> warranties or guaranties are e3cpressed or implied with respect tca any m�tigating <br /> meaSureS pT'reCommvndattans made herein. These conditi4ns shall apply ta�tfl <br /> «cornmendatians mada herein. <br /> 1} Ik.is our vpinion ti�at!he rear garage walt of t�e strucri.ere has failed, deflected <br /> inward and is in immi�ient danger af eoltapse. <br /> 2� !t is o�r opinion th�t the rear garage wall was nt�t Gonstructed p�er fhe Ccide. No <br /> boncf k�am�xistS�long tha walt. The d0 foot span of ih+�utati exceeds lirniis,r�quiring <br /> ar�iRtermediafe brace watl. 7he core flf rnateriaf da�s nvt penetrais to the fulf deptfi of <br /> the wa14. <br /> 3) It is aur apinian th�t the wall was not designed rtcrr ccanstructed to s suffici�nt <br /> st�ength to accommodate the]r�ads impased by the c�ay saii backfill. <br /> dj It is Qur apinion that the r��r wafl c�f the struclure should be desfgnad by a <br /> qualified engineer, <br /> 5) tt is our�pinion that having a knee wa11 on tvp o1 tha rear foundatian waU wautd <br /> prevent ruof trusses `rom ptoviding [at�ral suppart af the waH. kt is our opinion that the <br /> wafl wauld have co11a(�sed with backfii4 if roof trusscs were in plaee or not fn piace, <br /> 6} li iS our ol���►�on that the temporary bracing of tf�e walt was inadeguate for ihe <br /> loads e�tisting on ftie wall. <br /> 7) it is our optnian th�t th�backfitl rr�s inslalied usin� light ec�uipment at the <br /> dtr�cti�n of!he g�na3r�l contrdctor. We do �ot re{�.t�ttr�accivity/s qf backfilting to cause <br /> and Eailure of ihe wa�f� <br /> 8) Tt,e waH In its preseRt state is dangerous and in immin�nt aenger ot couapse. <br /> The bt�i{ciing shouki be boarded up and the ar�a¢ratecte�i. <br />
The URL can be used to link to this page
Your browser does not support the video tag.