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1 <br />,l c Investigation and Geotechnical Engineering Report <br />v Residence <br />rderal Ave. <br />Washington <br />5.0 CLOSURE <br />98-08-10 <br />d nclusions and recommendations contained in this report are based on the observed site and shallow <br />irface soil conditions at the time of the site investigation, the supplied site plans and upon our <br />rIj anding of the project requirements as explained by Mr. Brian Jones — the client. Some variations in <br />ubsurface soil types, soil stability estimated depths to bearing soil and/or possible weather related <br />I ; may occur during construction. These may add to the expense of the project. <br />nc. is available on a limited basis to provide construction inspection services as recommended in <br />eport and to make on -site assessments of changed conditions as necessary during construction. This <br />1 s presented in accordance with generally accepted geologic and geotechnical engineering practices <br />s area. Our services have been provided within the limitations of the scope, schedule and budget as <br />-ed by the client. <br />:ctfully Submitted; <br />Y•knical and EnvironmentaLVervices, Inc. <br />F Bailey Roland D. M <br />leering Geologist Geotechnical <br />1998 <br />Orept <br />, <br />0 <br />16 GES, Inc. <br />