1505 SE EVERETT MALL WAY Geotech Report 2018-01-02 MF Import

. • •� . �� V i�ieOiI�C�JIy7�LY�i ��SS��r /� � ` 11001I0fAAowreN.6 � Bd4o�r.116�atle006 �� (!Oi)716d010 28 October 1985 8aryhausen Consulting Engineers� Inc. 6625 South 19Qth Street. Suite 102 Kent. Washington 98031 Attention: Mr. Dana Mower. Project Manager� , Subject: Subgrade Evaluation s ' Building Pad !!7 Everett Mall Plaza Gentlemen: l'vl � V �-�+ M-406F-3 � 6 RECEIVED JAN 2 9 1986 FF��S�a�lT �C HO AP�CE�ITECTS In accordance with your request. we have performed an evaluation of the subgrade for building pad !7 and the surrounding lot. We understand the site is being considered for construction of a Monterey Jack Restaurant. The property in question is located roughly 250 feet south of the Top Faods Market. and directly north of Everett Mall Way. 7he parcel itself is irregular in shape, bounded by ro��yhly 170 feet of entrance drivev+ay on the north and northeast. 125 feet of gravel-paved easement between the site and Everett Mall Nay on the south. having about 135 feet of common border with building lot 96 on the southwest and west. Ouriny the fall of 1983. we observed mass yrading of the Everett Mall Flaza site. In general. mass yrading consisted of cutting on Lhe east side of the plaza site and filliny on the west side of the :site. At the location of building pad i7. mass yradiny consisted of cutting down by approximately 5 to 6 feet below site grade. to roughly elevation 614 to 616 feet (City o'f Everett Datum). The soils ettposed in the cut areas were very dense, s11ty. gravelly sand (glacial till). Based on conversations with Mr. Steve Miller of Bakke Enterprises. Inc.. some on- site (glacial till) fill was subsequently placed above the cut area to establish a level pad at finished-floor eievation 615.66 feet. Other earthwork activities on the parcel reportedly consisted of installation of a storm sewer line atong the west slde of the lot. wlth a'stub" running to the building pad from a catch