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' KRAZAN&ASSOCIATES,INC. <br /> KA Project No. 092-20006 <br /> DRAFT Geotechnical Engineering Investigation <br /> Everett Water Main"V" <br /> May 7,2020 <br /> Page No. 19 <br /> 1 <br /> Contractor. Furthermore, Krazan & Associates is not responsible for the contractor's procedures, <br /> methods,scheduling or management of the work site. <br /> LIMITATIONS <br /> Geotechnical engineering is one of the newest divisions of Civil Engineering. This branch of Civil <br /> Engineering is constantly improving as new technologies and understanding of earth sciences improves. <br /> Although your site was analyzed using the most appropriate current techniques and methods, <br /> undoubtedly there will be substantial future improvements in this branch of engineering. In addition to <br /> improvements in the field of geotechnical engineering, physical changes in the site either due to <br /> excavation or fill placement, new agency regulations or possible changes in the proposed structure after <br /> the time of completion of the soils report may require the soils report to be professionally reviewed. In <br /> light of this, the owner should be aware that there is a practical limit to the usefulness of this report <br /> without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that <br /> two years be considered a reasonable time for the usefulness of this report. <br /> ' Earthwork construction is characterized by the presence of a calculated risk that soil and groundwater <br /> conditions have been fully revealed by the original subsurface investigation. This risk is derived from <br /> the practical necessity of basing interpretations and design conclusions on limited sampling of the earth. <br /> Our report, design conclusions and interpretations should not be construed as a warranty of the <br /> subsurface conditions. Actual subsurface conditions may differ, sometimes significantly, from those <br /> indicated in this report. The recommendations made in this report are based on the assumption that soil <br /> conditions do not vary significantly from those disclosed during our field investigation. The findings <br /> and conclusions of this report can be affected by the passage of time, such as seasonal weather <br /> conditions, manmade influences, such as construction on or adjacent to the site, natural events such as <br /> earthquakes, slope instability, flooding, or groundwater fluctuations. If any variations or undesirable <br /> conditions are encountered during construction, the geotechnical engineer should be notified so that <br /> supplemental recommendations can be made. <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> construction. If the proposed construction is relocated or redesigned,the conclusions in this report may <br /> ' not be valid. The geotechnical engineer should be notified of any changes so that the recommendations <br /> can be reviewed and reevaluated. <br /> Misinterpretations of this report by other design team members can result in project delays and cost <br /> ' overruns. These risks can be reduced by having Krazan & Associates, Inc. involved with the design <br /> teams meetings and discussions after submitting the report. Krazan & Associates, Inc. should also be <br /> retained for reviewing pertinent elements of the design team's plans and specifications. Contractors can <br /> ' Krazan&Associates,Inc. <br /> Offices Serving The Western United States <br />