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Page 16 FE 382-0.63--00 <br /> .. The exposed surface should be scarified to a depth of 6 ,inches , <br /> moisture conditioned and recompacted as specified for engineered <br /> fill . Upon completion of the excavation, field testing will be <br /> required to determine consistency and quality of existing <br /> maternal bef ore any fill is placed. The soils engineer should <br /> monitor the excavation operation to ensure compliance with out <br /> recommendations . <br /> ' All <br /> fills required to bring the building pads to final grade <br /> should be placed as engineered fill. The subg rade of the slabs <br /> should be prepared to provide a moisture barrier . It is <br /> recommended that an impermeable membrane covered by at least 2 <br /> ithbs-.:: of moist concrete sand be placed beneath all interior <br /> , lzaib =on®grade. The impervious membrane should impede capillary <br /> U. <br /> ac .ion while the moist concrete sand will aid in concrete curing <br /> and- finishing, <br /> Adjacent exterior finished grades should be sloped a minimum <br /> of--'one percent away from all interior -slab areas to preclude <br /> ponding=.of water adjacent to the structure. <br /> C <br /> a .: '.Swimmin Pools: Any areas to receive swimming pools should <br /> _1 1 <br /> be<vprepared , in general, as outlined in the "Spread Foundation" <br /> sec ion: of this report. However, an impervious liner should be <br /> placed beneath the pool to mitigate the potential for moisture <br /> . .... <br /> intrusion into the £ill material,. <br /> ' t T <br /> . .-'-..... L 1 C%fJV.�F��ion �I-On'C.LTS; !.I!C. <br />