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Geotechnical Engineering Report S S G .., <br /> Hardeson Road Retail <br /> Everett,Washington ' <br /> SSGC Project No. 18072 <br /> September 18,2018 <br /> I <br /> Field Exploration Procedures <br /> Our field exploration for this project included five test pits and one infiltration test completed on August 'I <br /> 30, 2018. The approximate locations of the explorations are shown on Figure 1, Exploration Plan. <br /> Exploration locations were determined by pacing from site features. Ground surface elevations Ii <br /> referenced on the logs were inferred from drawing titled "7-11, 7500 Hardeson Rd Everett", by AHL <br /> (dated 5/2/2018) . Test pit locations and elevations should be considered accurate only to the degree implied. <br /> by the means and methods used. II <br /> A private excavation company subcontracted to SSGC dug the test pits. Soil samples were collected and <br /> stored in moisture tight containers for further assessment and laboratory testing. Explorations were n <br /> backfilled with excavated soils and tamped when completed. Please note that backfill in the explorations <br /> may settle with time. Backfill material located in roads or building areas should be re-excavated and II <br /> recompacted,or replaced with structural fill. <br /> The following logs indicate the observed lithology of soils and other materials observed in the I! <br /> explorations at the time of excavation. Where a soil contact was observed to be gradational, our log <br /> indicates the average contact depth. Our logs also indicate the approximate depth to groundwater(where <br /> observed at the time of excavation), along with sample numbers and approximate sample depths. Soil I' <br /> descriptions on the logs are based on the Unified Soil Classification System. <br /> II <br /> II <br /> I <br /> I <br /> AlI <br /> I <br /> I <br />