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1.3 SUBMITTALS <br />A. General: The EARTHWORK CONTRACTOR shall ensure that all submittals are <br />complete and approved in accordance with the requirements and procedures in <br />this Section and Section 01330. All submittals must include the reference <br />numbers shown in this Section. <br />B. Submittals Required After Contract Award and Prior to Construction. <br />1. Material Certification (EW1A): Certification, test results, source, and <br />samples for all EARTHWORK CONTRACTOR supplied imported material <br />as required by Article 1.4, IMPORTED MATERIAL ACCEPTANCE, of <br />this Specification Section. <br />2. Equipment List (EW1B): Clay Liner Material processing, compaction, and <br />moisture control equipment, to include the following, as appropriate, for <br />each equipment type: <br />a. Catalog and manufacturer data sheets. <br />b. Equipment operating data from similar projects. <br />C. The Clay Liner Material processing, compaction, and moisture control <br />equipment must be approved by the DESIGN ENGINEER prior to use <br />on the project. However, approval of the equipment by the DESIGN <br />ENGINEER does not release the EARTHWORK CONTRACTOR <br />from full compliance with the provisions of this Section. <br />1.4 IMPORTED MATERIAL ACCEPTANCE <br />A. All imported materials specified in this specification section are subject to the <br />following requirements: <br />1. All tests necessary for the EARTHWORK CONTRACTOR to locate an <br />acceptable source of imported material shall be made by the EARTHWORK <br />CONTRACTOR. Certification that the material conforms to the <br />Specification requirements along with copies of the control test results from <br />a qualified commercial testing laboratory shall be submitted to the QA/QC <br />CONSULTANT for approval at least 10 days before the material is required <br />for use. All material samples shall be furnished by the EARTHWORK <br />CONTRACTOR at his sole expense. Samples shall be representative and <br />be clearly marked to show the source of the material and the intended use on <br />the project. Sampling of the material source shall be done by the <br />EARTHWORK CONTRACTOR in accordance with ASTM D75. Notify <br />the QA/QC CONSULTANT at least 24 hours prior to sampling. The <br />QA/QC CONSULTANT may observe the sampling procedures. Tentative <br />acceptance of the material source shall be based on an inspection of the <br />source by the QA/QC CONSULTANT and/or the certified test results <br />submitted by the EARTHWORK CONTRACTOR to the QA/QC <br />CONSULTANT. No imported materials shall be delivered to the site until <br />the proposed source and material control tests have been tentatively <br />accepted in writing by the QA/QC CONSULTANT. Final acceptance will <br />be based on all tests made on samples of material taken from the completed <br />and compacted course. All acceptance testing for final acceptance shall be <br />performed by the QA/QC CONSULTANT. <br />Forward Landfill WMU FU -06 <br />02300 2 EARTHWORK <br />