Laserfiche WebLink
Mark Balderston <br />June 27, 2003 <br />Page 3 <br />seepage and prevent water from flowing over the excavation cut slopes. All wllected water <br />should be directed under control to a positive discharge system. <br />Liwitations: This study was conducted according to generally accepted geotechnical <br />engineering principles and practices in this area at this time. We make no warranty either <br />express or implied. The conclusions and recommendations submitted in this report are based <br />on our field observations of the soils exposed on the slopes and do not include subsurface <br />exploration to evaluate the subsurface conditions. The risk of slope instability may be greater <br />than indicated in this report because of possible variations in the subsurface conditions. In <br />order to reveal the nature and extent of variations in the subsurface conditions drilling would <br />be required. It is possible the data obtained by subsurface exploration could change the <br />recommendations contained in this letter. We should be advised of any variations encountered <br />in the excavation conditions for possible changes to recommendations contained in this letter. <br />If there are any questions or if we may be of further assistars=e, please let us ktww. <br />Respectfully submitted, <br />HEPWORTH - PAWLAK GEOTECtINICAL, INC. <br />Ronald J. Uhle, P.E. <br />Associate <br />Reviewed By: GWB <br />Attachment: Figure 1 <br />RJUaI <br />C~O~CfI <br />403 193 <br />