4624 SEAHURST AVE 2018-01-02 MF Import

March 7, 2011 Mr. Paul Thompsort/Kolbear. Inc. L&A Job No. 11-001 Page 9 permanent fill embankments should be no steeper tuan 2HAV. Upon completion, the sloping face of permanent fill embankments should be thoroughly compacted to a non -yielding state with a hoe -pack. The above recommended cut and fill slopes are under the assumption that groundwater seepage would not be encourtered during construction. If groundwater is encountered, the construction work should be immediately halted and the slope stability re-evaluated. TTte slopes may have to be flattened and other measures taken to stabilize the slopes. Stormwater should not allowed to flow uncontrolled over cut and fill slopes. Permanent cut slopes or fill embankments should be seeded and vegetated as soon as possible for erosion protection and long-term stability, and should be covered with clear plastic sheets, as required, to protect them from erosion until the vegetation is fully established. STRUCTURAL FILL Structural fill is the fill that supports structural or taffic load. Structural fill should consist of clean granular soils free of organic and other deleterious substances and with particles not larger than three inches. Structural fill should have a moistur, content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soils that enable the soils to be compacted to the highest dry density for a given compaction effort. Onsite soils meeting the above requirements may be used as structural fill. Imported material to be used as structural fill should be clean, free -draining, granular soils containing no more than 5 percent by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve, and should have individual particles not larger than four inches. LIU & ASSOCIATES, INC. 9gKJ