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4. Section 2F-DECONTAMINATION PROCEDURES <br /> Page 2F-2, Paragraph 2F-4.01. (as revised by Addendum No. 2) . <br /> Revise beginning of paragraph to read as follows: <br /> "Wipe or rinsate samples will be verified " <br /> C. DRAWINGS <br /> 1. Sheet 2, Section A. Section C, and Detail 1 - Delete the <br /> geotextile layer located above the granular layer and below the <br /> asphalt layer. (The geotextile layer above the clay layer shall <br /> be installed as shown. ) <br /> 2. Sheet 3, Detail 3. Delete the geotextile layer located above the <br /> granular layer and below the asphalt layer. (The geotextile <br /> layer above the clay layer shall be installed as shown. ) <br /> D. CONSTRUCTION QUALITY ASSURANCE PLAN <br /> 1. Page 4-16, Paragraph 4.6.2.4. Revise to read as follows: <br /> "Inspection activities will be conducted during placement of <br /> geotextile fabric layers above the clay-barrier layer, below <br /> the stabilized wastes, and above the HDPE drainage net just <br /> above the Leak Detection Riser base. Inspection procedures <br /> will be as specified in Section 4.4.2.5. " <br /> 2. Page 4-18, Paragraph 4.6.2.7. Delete the last portion of the <br /> first bulleted item beginning with " . . . and that the <br /> geotextile layer overlying the drainage layer . " . <br /> 3. Page A-3. In the Test Method Reference column for "Density" , <br /> replace ASTM D1557 with ASTM D558. <br /> In the Inspection Methods column for "Conformance to mix design <br /> (field)" , replace "Comprehensive" with "Compressive" . <br /> 4 . Page A-5. Under "In-place density" for the "Asphalt Pavement" <br /> Facility Component, replace ASTM D2922 with ASTM D2950 in the <br /> Test Method Reference column. <br /> AD3-3 <br />