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G . POND 200 STORMWATER FACILITY — The Contractor shall construct the pond facility in accordance with the plans and specifications . In addition , the Contractor shall place and spread the excavated soil material from the pond site to specific locations near the pond site as directed by the County . In accordance with a Developer ' s Agreement between Indian River Federal Credit Union , Elwill Associates , Inc . and Indian River County approximately 6 , 500 cubic yards of the excavated material shall be placed on the Indian River Federal Credit Union site and approximately 10 , 000 cubic yards of the excavated material shall be placed on the Elwill Associates , Inc . site . Both sites lie east and adjacent to the drainage access easement for the proposed Pond 200 site . Through the Developer' s Agreement , the County shall provide an area on the two sites to stock pile the excavated soil . The County shall assure that the sites are cleared , acquire all necessary permits and assure that the sites are ready to receive the excavated soil material from the proposed pond site excavation . Once the sites are prepared , the Contractor shall excavate , haul and stock pile the soil material on the designated sites . The stock pile shall not have side slopes greater than 2 : 1 and shall not be placed any greater than elevation 24 feet NGVD . The Contractor shall provide Hydro - seed over the stock pile and all disturbed areas . The Contractor shall provide silt fencing around the stock piles and shall remain in place until grassing is established . The stock piles shall remain the property of the developers , Indian River Federal Credit Union and Elwill Associates , Inc . See Section 120 — Excavation and Embankment of the Technical Specifications . 01009-2 01009 -Special Provisions F :\Public Works\ENGINEERING DIVISION PROJECTS\0533-Oslo Rd Phase II (43rd Ave to 27th Ave )\Admim\bid documents\01009 - Special Provisions .doc