4815 EVERGREEN WAY 2016-01-01 MF Import

JP Morgan Chase April 29, 2010 Geot echnical lnvestigation Proposed Chase Bank Everett, WA PSI RepoR No. 0704186 • Observe the placement of structural fill by observation and testing of compaction to verify conformance with the construction specifications • Observe footing and floor slab subgrade before granular fill material or concrete is placed, in order to verify the soil bearing capacity • Observe the installation of floor slab base rock lo verify conformance with the construction plans . Observe the subgrade, granular pads, drainage, and backfill installation for retaining walls, if constructed. . Prepare a post-construction letter-of-compliance summarizing our field observations, inspections, and test resulls 6.0 REPORT LIMITATIONS This report has been prepared for the exclusive use of JP Morgan Chase fr�r the specific application to the proposed b�nk to be located at the NE Corner of Evergreen Way and 49'h Street, Everett, Washington. The recommendations submitted in this report are based on the subsurface information obtained by PSI and design details furnished by representatives to us. After plans and specifications are more complete, PSI shouid be retaine� and provided the opportunity to review the final design plans and specifications to verify that our engineering recommendations have been properiy incorporated into the design documents. P51 warrants that the findings, recommendations, specifications, or professional advice contained herein have been provided in accordance with generaily accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. Our scope of services did not include an assessment for determining the presence or absence of wetiands or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Any statements in this report or on the boring log regarding odors, colors, and unusual or suspicious items or conditions are stricily for informational purposes. PSI did not provide any service to investigate or detect the presence of moisture, mold or other biological contaminants in or around any structure, or any service that was designed or intended to prevent or lower the risk of the occurrencz of the amplification of the mold. Client acknowledges that mo�d is ubiquitous to the environment with mold ampiification occurring when building materials are impacted by moisture. Client further acknowledges that site conditions are outside of PSI's control, and that mold ampiificafion will likely occur, or continue to occur, in tFie pre=ence of moisture. .4s such, PSI cannot and shall not be held responsibie for the occurrence or recurrance of mold amplification. NJ' 9