5114 33RD AVE W 2018-01-02 MF Import

I Novack Property 99-11-10 l 51" Place Everett, Wa Test pit numbers, depths and locations were determined to provide information required to provide information required for this report. Conditions encountered at all three test pit locations were very similar. At all three locations, weathered till was encountered underlying from 4 to 6 inches of topsoil. This weathered till consisted of a reddish brown, fine- to coarse -grained Silty Sand that contained some gravel and was loose to medium dense and dry. This weathered till extended from 1.5 to 3.0 feet below the ground surface. Underlying the weathered till, we encountered unweathered till at the location of all three test pits. This unweathered till consisted of a gray, fine- to coarse -grained Silty Sand that was dense to very dense and dry. All three test pits were terminated within this strata due to the denseness of the material. No seepage or water was noted during excavation of the test pits. 3.4 Run-Off/Drainaee Due to the impermeable nature of the surficial soil present within the upper elevations of the site, we would anticipate that run-off would be high on this site. Till is generally considered to be an aqualude. That is, it retards and may even restrict the flow of ground water through it. Due to this, we would not expect that "groundwater" would be a major problem on this site. We would anticipate some f minor seepage into excavations to be present only during the wetter months of the 1 year. Run-off and drainage should be handled according to the recommendations contained in section 4.8 of this report. 6 GES, Inc.