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Report of Geotechnical Exploration & Review-2013
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Report of Geotechnical Exploration & Review-2013
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Last modified
8/22/2023 4:11:04 PM
Creation date
9/9/2016 1:19:48 PM
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x Address Old
House Number
1105
Street Name
Ferndale
Street Type
Road
Street Direction
West
Address
1105 Ferndale Rd W
Document Type
Misc
PIN
0211723430033
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Report of Geotechnical Exploration and Review <br /> 1105 Femdale Road West,Orono,Minnesota AMERICAN <br /> June 21,2013 ENGINEERING <br /> Report No.01-05798 TESTING,INC. <br /> lA INTRODUCTION <br /> A new single family home is planned at 1105 Femdale Road West in Orono, Minnesota. To <br /> assist planning and design, you have authorized American Engineering Testing, Inc. (AET� to <br /> conduct a subsurface exploration program at the site, conduct soil laboratory testing, and perform <br /> a geotechnical engineering review for the project. This report presents the results of the above <br /> services,and provides our engineering recommendations based on this data. <br /> 2.0 SCOPE OF SERVICES <br /> AET's services were performed according to our proposals dated May 1 and May 23, 2013. The <br /> authorized scope consists of the following: <br /> • Three standard penetration test borings to depths of about 45 to 75 feet; <br /> • Soil laboratory testing; and, <br /> • Geotechnical engineering analysis based on the gained data and preparation of this report. <br /> These services are intended for geotechnical purposes. The scope is not intended to explore for <br /> the presence or extent of environmental contamination. <br /> 3.0 PROJECT INFORMATION �I <br /> It is our understanding that the site was previously occupied by a single family home which was I <br /> recently demolished. It is our understanding that the new house will be a two story structure with <br /> attached garage. It is our understanding that the finished floor will be set at an elevation of 934.0 <br /> feet. The garage floor at the apron elevation is planned at 933.5 feet. According to Mattson <br /> Macdonald Young, Inc., wall loads are estimated to be up to about 5 kips per foot with column <br /> loads of about 36 kips. <br /> Page 1 of 10 <br />
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