1910 MERRILL CREEK PKY 2018-11-15

Mr. Darren Peugh January 19, 2004 Long-term pavement performance will depend on surface drainage. A poorly-drained pavement section will be subject to premature failure as a result of surface water inf`iltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, we recommend surface drainage gradients of at least two percent. Some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. LIMITATIONS This report is the copyrighted property of Terra Associates, Inc. and was prepared in accordance with generally accepted geotechnical engineering practices. This report is intended for specific application to t:he Seaway Tract 1, Lot 5 project, and for the exclusive use of Intracorp and their authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report are based on data obtained from the referenced report, site reconnaissance, and supplemental hand auger test borings. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, Terra Associates, Inc. should be requested to reevaluate the recommendations in this report prior to proceeding with construction. We trust the information presented is sufficient for your current needs. If you have any questions ar require additional information, please call. Sincerely yours, TERRA ASSOCIATES, INC. �� Thein Aung Geotechnical Engineer -�_ l_�g_a� Figure 2— Exploration Location Plan Figure 3— Hand Auger Logs Figure 4— Grain Size Analysis Figure 5— Reinforced Rockery Section Figure 6— Cut Rockery Section Figure 7— Pond Rockery Section cc: Mr. Don Hill, Triad Associates, Inc. Project No. T-5471 Page No. 10