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Geotechnical Engineering Report-Revised lierracon <br /> Proposed CFT Retail •Everett,Washington <br /> February 1, 2018 ■Terracon Project No. 81185002 <br /> excavation should be covered with crushed aggregate which is encompassed in Mirafi 140NL or <br /> approved equivalent which will aid in reducing fines from entering the storm system. <br /> 4.7.5 Pavement Maintenance <br /> The pavement sections provided in this report represent minimum recommended thicknesses. <br /> Therefore, preventive maintenance should be planned and provided for through an on-going <br /> pavement management program. Preventive maintenance activities are intended to slow the rate <br /> of pavement deterioration, and to preserve the pavement investment. Preventive maintenance <br /> consists of both localized maintenance (e.g., crack and joint sealing and patching) and global <br /> maintenance(e.g.,surface sealing). Prior to implementing any maintenance,additional engineering <br /> observation is recommended to determine the type and extent of preventive maintenance. Even <br /> with periodic maintenance, some movements and related cracking may still occur and repairs may <br /> be required. <br /> 5.0 GENERAL COMMENTS <br /> Terracon should be retained to review the final design plans and specifications so comments can <br /> be made regarding interpretation and implementation of our geotechnical recommendations in the <br /> design and specifications. Terracon also should be retained to provide observation and testing <br /> services during grading, excavation,foundation construction and other earth-related construction <br /> phases of the project. <br /> The analysis and recommendations presented in this report are based upon the data obtained <br /> from the borings performed at the indicated locations and from other information discussed in this <br /> report. This report does not reflect variations that may occur between borings, across the site, or <br /> due to the modifying effects of construction or weather. The nature and extent of such variations <br /> may not become evident until during or after construction. If variations appear, we should be <br /> immediately notified so that further evaluation and supplemental recommendations can be <br /> provided. <br /> The scope of services for this project does not include either specifically or by implication any <br /> environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or <br /> prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the <br /> potential for such contamination or pollution, other studies should be undertaken. <br /> This report has been prepared for the exclusive use of CFT Retail and C. Shen for specific <br /> application to the project discussed and has been prepared in accordance with generally accepted <br /> geotechnical engineering practices. No warranties, either express or implied, are intended or <br /> made. Site safety, excavation support, and dewatering requirements are the responsibility of <br /> others. In the event that changes in the nature, design, or location of the project as outlined in this <br /> report are planned, the conclusions and recommendations contained in this report shall not be <br /> Responsive • Resourceful ■ Reliable 20 <br />