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DIVISION 1- GENERAL REQUIREMENTS <br />SECTION 01300 - SUBMITTALS <br />1.01 GENERAL <br />A. Contractor shall furnish, process, deliver, reproduce and perform other necessary functions <br />incidental to scheduling and handling of shop drawings, project data and samples, operation and <br />maintenance manuals, equipment record sheet, manufacturer's certificate of proper installation, <br />and record drawings, as indicated on Drawings or as specified, and in accordance with provisions <br />of the Contract Documents. <br />B. See appropriate Specifications and Contract Document sections for specific items for which data <br />and/or samples are required. See General Conditions for additional information. <br />C. Review or acceptance of substitutions, schedules, shop drawings, lists of materials, and procedures <br />submitted or requested by the Contractor, and all additional costs which may result therefrom shall <br />be solely the obligation of the Contractor. It shall not be the responsibility of the Engineer to <br />provide engineering or other services to protect the Contractor from additional costs accruing from <br />such review or acceptance. <br />D. No equipment or material for which listings, drawings, or descriptive material is required shall be <br />installed until the Engineer has on hand copies of such accepted lists and the appropriately <br />stamped final shop drawings. <br />E. The review of drawings by the Engineer will be limited to general design requirements only, and <br />shall in no way relieve the Contractor from responsibility for errors or omissions contained <br />therein. <br />F. Submittals will be acted upon by the Engineer as promptly as possible. <br />1.02 BACKFILL MATERIAL <br />Borrow soils for use as supplemental fines are available in areas generally outlined on the Construction <br />Drawings. The Contractor shall test these soils to determine suitability for use in S -B backfill. The testing <br />should include mixing dry bentonite with the soils in order to achieve permeability values of 1 x 10-' cm per <br />second or less. Results of this testing should be available for review by the Engineer within two (2) weeks <br />of beginning construction. <br />1.03 ADDRESS <br />Submittals shall be sent to the Engineer. <br />Gary Linden, R.G. <br />Tetra Tech <br />1900 S. Sunset St., Suite 1 -F <br />Longmont, CO 80501 <br />END OF SECTION <br />Wattenberg Resource Pond 3 Slurry Wall Section 01300 — Submittals <br />Page 1 <br />