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1 1. The encroaching party shall comply with all applicable federal, state and local environmental <br />regulations, and shall obtain all necessary federal, state and local environmental permits, <br />including but not limited to, those related to sediment control, storm water, wetland, streams, <br />endangered species, and historical sites. <br />12. Trenching, bore pits, and other excavations within the safe recovery area shall not be left <br />open or unprotected so as to expose motor vehicle or pedestrian traffic to unsafe conditions. <br />The contractor shall comply with all OSHA requirements and provide a competent person on <br />site to supervise excavations at all times. <br />13. All suitable backfill material shall be compacted to 95% density in the shoulder areas, 100% <br />density under pavement areas and in accordance with AASHTO T99 as modified by the <br />North Carolina Department of Transportation. Note if contractor starts before weather <br />conditions improve, then the existing material removed shall be replaced with suitable <br />material as approved by the District Engineer so that proper compaction can be obtained. <br />Certified compaction test results are to be submitted to the District Engineer upon request. <br />14. Excavation within 500 feet of a signalized intersection will require notification by the party <br />of the second part to Mark Aldridge, Deputy Division Traffic Engineer, at telephone number <br />(336) 487 -0175. All traffic signal or detect cables must be located prior to excavation. <br />15. All disturbed areas shall be repaired with the following rate of seed, fertilizer and limestone <br />in pounds per acre, and the areas properly mulched and tacked: <br />254 Reliant Hard Fescue <br />1004 Alta or Kentucky 31 Tall Fescue <br />254 Kenblue Kentucky Bluegrass <br />1000# 5 -10 -10 Fertilizer <br />4000# Limestone <br />