931 BROADWAY TEUTSCH STUDENT HOUSING 2018-03-07

Geotechnical Report F'roposed Student Housing: 931 Broadway Street, Everett, Washington December 8, 2015 3.0 SUBSURFACE EXPLORATIONS ��.1 SITE GEOLOGY General geologic information for the project area was obtained by reviewing the Geologic Map of the Marysville Quadrangle, Snohomish County, Washington (Minard 1985). Based on our review, the project sitc is underlain by Vashon Till — Geologic Map Unit Qvt. Vashon Till consists of an unsortcd deposit (diamict) of clay, silt, sand and • �;ravel that has been glacially transported and deposited. This soil has been directly deposited by a glacier and overridden by several thousand feet of glacial ice and is • typically dense to very dense. _S.2 SUBSURFACE EXPLORATION Three borings (PG-1 through PG-3) were drilled at the subject site on November 23, �?015. The borings were drilled using a track-mounted drill rig operated by Boretec, Inc. subcontracted to PanGEO and were logged by a geologist with our firm. The borings �Nere drilled to a maximum depth of 16 feet below existing grade. The approximate boring locations were located in the field by measuring from property corners and site ieatures and are shown on Figure 2, Site and Exploration Plan. Standard Penetration Tests (SPT) were performed at 2%z- to 5-foot depth intervals using a standard, 2-inch diameter split-spoon sampler. The sampler was advanced with a 140- pound drop hammer falling a distance of 30 inches for each strike, in general accordance �Nith ASTM D-1586, Standard Test Method .for Penetration Test and Split BarYel .`iampling��f�Soi/s. _ The soils were logged in general accordance with ASTM D-2487 Standa��d Practrce for Classification of Soils for Errgineering Pz�rposes and the system summarized on Figure _ A-1, Terms and Symbols for Boring and Test Pit Logs. Summary boring logs are included as Figures A-2 through A-4 in Appendix A. .3.3 SOIL CONDITIONS ��'or a detailed description of the subsurface conditions encountered at each exploration location, please refer to our boring logs provided in Appendix A. The stratigraphic contacts indicated on the boring logs represent the approximate depth to boundaries between soil units. Actual transitions between soil units may be more gradual or occur at IS-275 931 Qroadway,Everctt Page 3 PanGEO, IriC.