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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />GEOTEC~CALEXPLORATIONS <br />CITY OF ELK RIVER <br />2007 STREET RECONSTRUCTION <br />DEERFIELD 3rd ADDITION IMPROVEMENTS <br />ELK RIVER, MINNESOTA <br />PROJECT 06-507B <br /> <br />A. Introduction <br /> <br />This report is being prepared for use by our client on this specific project. We intend to <br />present this report and our findings in the same logical manner that led us to arrivejiour <br />recommendations. This report is based on some general assumptions regarding the <br />anticipated construction based on experience with similar projects. ~h~~, assu~pti()I:lS _ ~~,~ <br />ffie- entiie- report sliould-b-e-reviewecfbiimedlateiy uponrecelpt.'- -- " <br /> <br />Purpose: <br />The purpose of our investigation was to evaluate the existing soil and water conditions on <br />this site for the purpose of reconstructing several residential streets throughout the City of <br />Elk River. The project will consist of bituminous street reconstruction with curb and gutter <br />and some storm sewer improvements. Some water main will also be replaced. In <br />accordance with your 'written authorization, we have conducted a subsurface exploration <br />program for the proposed proj ect. <br /> <br />Scope of Services: <br />Our authorized scope of services included the following: <br />1. To investigate the subsurface soil and water conditions encountered at <br />nventy-two (22) split-spoon soil boring locations. The boring depths were <br />planned to be 4 to 10 feet at each location. The approximate locations are <br />shown on the boring location plan in Appendix 1. <br /> <br />Page 1 <br />