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Proposed Remedial Lxcavation: 4849 Spire Lane, Everett, WA <br />Decembe►- 8, 2022 <br />maximum dry density, as determined using test method ASTM D 1557. If large compaction <br />equipment such as a hoe-pac is utilized for compaction, lift thicknesses may be increased <br />based on the soil type and actual size of compaction equipment. We recommend that hand - <br />operated compaction equipment such as a jumping jack compactor be utilized within 5 feet <br />of the adjacent structure, as large compaction equipment could create vibrations that may <br />adversely affect the existing structure. <br />WET WEATHER EARTHWORK <br />In our opinion, the proposed excavation may be accomplished during wet weather without <br />adversely affecting the site stability. However, earthwork construction performed during <br />the drier summer months likely will be more economical. Winter/spring construction will <br />require the implementation of best management erosion and sedimentation control practice <br />to reduce the chances of off -site sediment transport. General recommendations relative to <br />earthwork performed in wet conditions are presented below: <br />• Sand bags or low berms should be used to prevent the flow of surface water <br />into the excavation; <br />• Surface water and groundwater that accumulates in the excavation should be <br />pumped out of the excavation as soon as possible, to prevent the ponding of <br />water; <br />• Soil stockpiles should be covered with plastic sheeting; <br />• Bales of straw, sandbags, and/or geotextile silt fences should be strategically <br />located to control erosion and the movement of soil. Spilled soil should be <br />swept off of the pavement areas to prevent the tracking of soil onto the right- <br />of-way. <br />CLOSURE <br />We have prepared this report for use by 2018-2 IH Borrower LP, DBA, Invitation Homes, <br />and the project team. Recommendations contained in this report are based on a site <br />reconnaissance, the results of subsurface explorations conducted at the site, and our <br />understanding of the project. The study was performed using a mutually agreed -upon <br />scope of work. <br />22-389 4849 spire lane everett_.rpt.docx Page 10 PanGEO, Inc. <br />