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<br /> I <br /> AET #93-1379 - Page 3 ~ <br /> Subgrade subsurface drainage <br />- <br />The scope of our work is intended for geostructuraJ purposes only. This scope is not intended to explore I <br />for the presence or extent of environmental contamination at the site. I <br /> PROJECT INFORMATION I <br />- <br />Four existing roadways are being considered for improvements by means of overlaying, cold in- I <br />place recycling, or complete reconstruction including subgrade preparation. These streets are <br />as follows: I <br /> I <br />Keithson Drive Highway 96 to South End 800' . <br />Amble Drive Karth Lake Road to Lexington Avenue 1,925' <br />Bussard Court Snelling Avenue to West End 660' I <br />Dunlap Street Cannon Avenue to Ingerson Road 1,093' <br /> I <br />We understand the above improvements will take place at the same general elevation and width I <br />as the existing road surfaces. Actual traffic type and frequency projections are not available to <br />us; although these roadways do lie within residential areas, and truck traffic frequency should I <br />be relatively low. <br /> I <br />The presented project information represents our understanding of the proposed constrUction. This <br />information is an integral part of our engineering review. It is important that you contact us if there are I <br />changes from that described so that we can evaluate whether modifications to our recommendations are <br />appropriate. <br /> ~ <br /> I <br />