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7. Section 2C - WASTE STABILIZATION <br /> Page 2C-1, Paragraph 2C-3. Insert the following at the end of <br /> the paragraph: <br /> "The plan shall indicate compressive strengths, in psi, that <br /> the stabilized waste is expected to achieve in 2 days and in <br /> 7 days." <br /> Page 2C-1, Paragraph 2C-5. Insert the following at the end of <br /> the paragraph: <br /> "Contractor shall institute appropriate measures to protect <br /> his and Subcontractor's employees, Owner's employees, and <br /> the general public from all adverse effects of heat, fumes, <br /> and dusts created by wastes or stabilization materials <br /> during waste stabilization and placement activities." <br /> Page 2C-2, Paragraph 2C-6. In the tabulation of PERFORMANCE <br /> CRITERIA, change the Compressive Strength value from > 62.5 psi <br /> at 2 days to the following: <br /> " > 150 psi at 28 days" <br /> 8. Section 2D - DISPOSAL AREA CONSTRUCTION <br /> Page 2D-10, Paragraph 2D-4.05.02. Delete the second sentence <br /> beginning, "The drainage net shall be tack welded to the liner. . .". <br /> 9. Section 2E - ASPHALTIC PAVEMENT <br /> Page 2E-2, Paragraph 2E-5. Delete entire paragraph entitled <br /> GEOTEXTILE FABRIC. <br /> 10. Section 2F - DECONTAMINATION PROCEDURES <br /> Page 2F-1, Paragraph 2F-4. Insert the following at the end of <br /> first subparagraph: <br /> "Contractor shall make provisions to trap and contain silt, <br /> sediment, and other solids removed from vehicles and <br /> equipment by the decontamination washwater. Sediment dams <br /> or other devices shall be employed to prevent flushing of <br /> silts and sediments into the stormwater collection system. <br /> Trapped material shall be disposed of in accordance with the <br /> requirements of paragraph 2A-5.01." <br /> AD2-5 <br />