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� � . <br /> , - Elemen[Ma[erials Technolo� P 651 645 3601 <br /> � 662 Cromwell Avenue F 651 659 7348 <br /> �lement St Pa��,MN T 888 786 7555 <br /> 55114-1720 USA Infostpaulaelement.com <br /> element.com <br /> Mr. David Scott SOIL OBSERVATION <br /> 1905 Heritage Drive RESIDENCE—1905 HERITAGE DRIVE <br /> Orono, MN 55391 ORONO, MINNESOTA <br /> Date: June 25, 2013 <br /> Project Number: ESP013890P <br /> FIELD OBSERVATION REPORT <br /> Subject: Excavation Observation <br /> Date of Observation: June 24, 2013 <br /> Observation By: Howard Peterson <br /> Time: 8:30am <br /> Weather: Sunny, 73°F <br /> Personnel Contacted: David Scott (Home owner), Carl Tuma, Tuma Excavating <br /> Remarks: <br /> We were requested to visit the site of a proposed garagelshop addition at the above referenced address. <br /> At the time of our observation the mass excavation had been partially done. The south and North wall <br /> lines had been excavated approximately 20'to 25'west of the existing basement. The previously placed <br /> fill had been removed to approximately 1' to 10' below the planned basement floor. During the excavation <br /> a buried tree approximately 18" in diameter was exposed. The exposed soils in the excavation bottom <br /> appeared to be competent sandy lean clay in a soft to firm condition. There was also a small area on the <br /> new west wall that had been exposed at approximately 10'to 12' below the new basement floor. The <br /> exposed soils appeared to be competent sand or sandy lean clay. However, in the three areas mentioned <br /> there was not enough oversize provided for the required engineered fill. Carl Tuma asked about using 3" <br /> minus material for engineered fill. In our opinion it would be suitable provided it was installed in small lifts. <br /> Because of the amount of oversize required and limited working space, we recommended that helical <br /> screw piles be considered as an option. If helical piles are used the existing excavation would need to be <br /> filled with compacted soil to support the new basement floor. Any new fill should be compacted in thin <br /> lifts to a minimum of 95% of Standard Proctor density. <br /> .. . ,-_ , <br /> REVIEWED BY: <br /> Kevin Zalec, P.E. <br /> Staff Engineer <br /> This report shall not be reproduced,except in full,without pnor permission of Element Matenals Technology. EAR Controlled Data�This document contains technical data whose export and <br /> re-exporVretransfer is subject to control by the U.S.Department of Commerce under the Export Administration Ad and the Export Administration Regulations. The Department of <br /> Commerce's pnor wntten approval is required for the export or re-export/retransfer of such technical data to any foreign person,foreign entity or foreign organization whether in the United <br /> States or abroad. <br />