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Geotechnical Engineering Study <br />00-2267 Three S4ory Addition - 500 Laurel Street„ Everett <br />January 31, 2001 <br />Scope of Services <br />J I <br />Page 3 <br />T� <br />I� <br />1 <br />Our scope of services, developed from our discussions with you, from our revier•� <br />of the limited information provided to us, and based on our experience within <br />"Critical" and/or "Sensitive" areas, is designed to develop a� much subsurface site <br />'nformation as possible within tne necessary time and budgetary constraints. In <br />addition, the report is to be crafted in a manner that addresses the potential <br />geotechnical conr,ems likely to be expre�sed by City of Everett staff regarding this <br />sites' steep slope. More specifically, our scope includes the foli�wing: <br />■ Performance of a brief site vis�! to meet with client and <br />discuss thQ project scope and to visually observe and assess <br />the existing site conditions and exploration equipment access, <br />■ PerFormance of a limited review of geotechnical and <br />geological data readily available in our library and files at the <br />time of writing to help characterize thE site soil and <br />groundwater conditions, <br />■ PerFormance of a limited subsurface exploiation comprising <br />of a strategically located exploratory boring, <br />■ Performance of a limited geotechnical laboratory testing <br />program to include, but not necessarily be limited to, moisture <br />contents and grain size analyses, as appropriate, <br />■ Provision of geotechrncal recommendations for appropriate <br />site earthwork operations including, but not necessarily <br />limited to, stripping and clearing, subgrade proofrolling, <br />placement and compaction of structural fill, trench or <br />foundation stem wall excavation and backfilling, <br />■ Provision of geotechnical recommendations for the design <br />and construction of conventional spread footing foundations, <br />including an allowable soil bearing pressure and resistance <br />to iateral loads, and provision of a vertical subgrade modulus <br />iz <br />