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. ' 1 r <br /> DAILY FIELD REPORT <br /> 0 0. ie ep. age epo o. <br /> LIU & ASSOCIATES� INC. 17-034 J. Liu 1 of 1 1 <br /> Geotechnical Engineering, Engineering Geology& Earth Science Time n ite Date Day of Week <br /> 34 10:05A 4/7/2017 Fri. <br /> 19213 Kenlake Place NE Travel Time(Hrs) Time ite Weather <br /> Kenmore, Washington 98028 1.5 10:35A Cloudy to light rain <br /> Phone: (425)483-9134 Fax: (425)486-2746 Vehicle Hrs on Site Hrs Charged Visitors <br /> 2 <br /> ro�ec o oca ion ien <br /> Sin le-Famil Residence 4125 Grand Ave, Everett Mustach Land Develo ment <br /> General Contractor General Contractor Proj.Manager Received Unchecked By <br /> Si nature Homes John Mustach <br /> Earthwork Contractor Earthwork Contractor Supt. Received Checked By <br /> At the request of John Mustach with Signature Homes, I come on site to observe removal of peat deposit <br /> and verify footing bearing soils for the house to be constructed on the subject. property. At the time of my <br /> site visit, the building footprint of the house has been cut down several feet and peat deposit within is <br /> removed down to a glacial till deposit of light-gray, gravelly, silty fine sand. A steel T-bar manually pushed into <br /> the glacial till soil at bottom of excavation can penetrate no more than an inch, indicating the bearing soil is <br /> very dense. <br /> Based on my_onsite observation and the soil probing result, it is my opinion that subgrade soils have been <br /> properly prepared and that the footing bearing soil will be able to render an allowable bearing capacity of at <br /> least 3,000 psf. <br /> �� <br /> - --- - � ,� ����.�,� - — -- - � <br /> � <br /> - �����, � - - <br /> �° <br /> �� � <br /> .. - ,:;�`+� ,; `��4 . <br /> �' ��. <br /> � 1 � <br /> �J � <br /> � 9 �. 3 ' ___-- _ . " <br /> _.--_ _ qpmp`�� ' �`v�- --. <br /> �ro�q y� �„ '."` ,��, <br /> �� �����'rkf'�` _ <br /> °:�,:� <br /> --- - _.. <br /> 4/7/2017 <br /> OpV O: <br /> ❑ Continued <br /> 1) John Mustach/Signature Homes 2) on Next <br /> 3) 4) Page <br /> � . <br /> �1 <br /> 1\��� <br />