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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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Transport Tire, Inc. <br /> <br />-14- <br /> <br />March 1, 1983 <br /> <br />surface and subgrade soils. Surface flow of water over the pavement should <br /> <br />be properly removed by a minimum grade slope of 1%. We recommend that <br /> <br />annual maintenance he performed on the pavements to clean and reseal all <br /> <br />cracks with asphaltic cement to reduce the amount of water which can <br /> <br />infiltrate into the sub grade. <br /> <br />POTENTIAL CONSTRUCTION DIFFICULTIES <br /> <br />Major construction problems due to encountering the hydrostatic ground <br /> <br />water table are not anticipated at this site for excavation depths <br /> <br />anticipated. Any accumulation of surface precipitation, snow melt, or <br /> <br /> <br />possible seepage water should be promptly removed frQm excavations. If <br /> <br />wa ter is allowed to pond in excavations, the soils at this site may be <br /> <br /> <br />easily disturbed by the movement of workmen or construction equipment. Any <br /> <br />disturbed or softened soils as well as any accumulation of water should be <br /> <br />removed prior to the placement of fill or foundation concrete. Normally, <br /> <br />any accumulation of water could easily be removed by sump pit and pump <br /> <br />operations. <br /> <br />The sides of excavations at this site must be adequately sloped, or sheeted <br /> <br />and braced, in accordance with pertinent OSHA regulations in order to <br /> <br />provide safe working conditions for personnel in excavations. Provisions <br /> <br />for the safe working conditions are soley the responsibility of the <br /> <br />contractor. <br /> <br />STS Consultants, Ltd. <br />