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0386-Technical Specifications <br /> ' BACKFILL AND ROUGH GRADING <br /> ' 1 . SCOPE <br /> A. The Contractor shall furnish all of the labor, equipment, transportation and <br /> ' supervision necessary so as to complete the Work as shown on the Plans <br /> and specified herein. <br /> ' 2 . GENERAL <br /> A . Material to backfill ditches and construct the new section of service road <br /> ' shall be taken from suitable material excavated from the aquatic habitats <br /> and ephemeral ponds . Filled areas shall be rough graded with a dozer but <br /> not compacted otherwise . <br /> 3 . BACKFILL MATERIAL <br /> ' A. DITCH WITHIN AQUATIC HABITAT #2 <br /> For the portion of the central ditch within the boundaries of Aquatic <br /> ' Habitat #2 that is to be filled to the elevation noted in the Plans , the <br /> Contractor shall backfill the ditch using excavated material which is sand <br /> or subsoil, and free of organic top soil or strippings . <br /> ' Be NEW SERVICE ROAD <br /> ' For building the segment of new service road per the Plans, the Contractor <br /> shall use excavated material which is free from vegetable matter, wood, <br /> ' and other deleterious substances . <br /> C . OTHER DITCHES <br /> ' Excavated material to backfill the other ditches per the Plans shall <br /> conform to material that is to be stockpiled. As such it may contain muck, <br /> rock, clay, marl, gravel, boulders, organic soils , strippings and other soils . <br /> The material shall not contain any logs, stumps, large roots , limbs , trees , <br /> rubbish, concrete or other unsuitable material . <br /> ' 4 . COMPACTION <br /> ' A. No backfill or areas shall be compacted . <br /> ' 0386-Technical Specifications <br /> - 4 — <br /> t F :\Engineering\Capital Projects\0386-Pelican Island Upland Restoration\0386-Pelican Island -Contract Docs\0386-Technical <br /> Specifications.doc <br />