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400 SIEVERS-DUECY BLVD 2016-01-01 MF Import
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400 SIEVERS-DUECY BLVD 2016-01-01 MF Import
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Last modified
3/9/2017 8:02:17 PM
Creation date
3/9/2017 8:01:59 PM
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Address Document
Street Name
SIEVERS-DUECY BLVD
Street Number
400
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i� : � � <br /> ������� <br /> � we can review these conditions and reconsider our recommendations where nxessary. If tk�ere is <br /> ia substantial lapse of time between thc submission of this report and the start of work at the siu, <br /> or if conditions have changed due t�natural causes or conatruction operations at or adjacent te <br /> � the site, it is recommended that this report be reviewed to detecmine the applicabi:ity of tre <br /> co�lusions and recommendations. <br /> IWiUun the limitatiotls of scope,schedule and budget,the analyses,wnclusiuns+vK:recom- <br /> mendations presented in this repc�rt were preparod in accordence with genera!ly accepted <br /> Iprofessional geotechnical rngineering principles and practices in this area at the time this repoR <br /> was prepazed. We make no other wazranty,either expmss or implied. These conclusions and <br /> Irecommend�z°ions were based on our unde�standing of the ptojcet as described in ti;is report and <br /> the site conditions as observai at the time of the explorations. <br /> jT6e scope of our services did not include any environmental assessment or evaluation rega�ding•. <br /> the presence or absence of wetlands or hazazdous or toxic materials in the soil,surface wata, � <br /> Jgroundwater or air,�n or below�r around this site. ' <br /> � This repon was prepared for the exclusive use of the City of Everett Pazks and Recrcatic�n, � <br /> Engincering/Projects Section in the design of the proposed athletic fieids. It should be made <br /> available ta prospective conuactors smd/or the Contractor for infom�allon on factual data only, <br /> � - and not as a warranty of snbsurfar,e conditions included in this tepurt. <br /> � Unanticipated soil conditions are commonly encuuntered end cannot be ft�liy detertnintd by <br /> merely taking soil sarnples from borings. Such unexpected condirions frequently require that <br /> � additional expenditures be made to attain a propedy const�ucted project. 'fherefore,some <br /> contingency fund is recommended to accommodate such potential extra costs. <br /> � Shannon &Wilson, Inc. has prepared a document"Important Infortnation About Your <br /> Geotahnical Engineering Report"Which explains the use and limitations of our reports. This. <br /> Idocument is included as an appendix to this report. <br /> � <br /> I <br /> I <br /> weezs-oi.�u»v��im W862fi-Ol <br /> � '° '�' <br />
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