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V. If any unanticipated earth conditions of an adverse or potentially adverse nature are <br />encountered during grading, the Geotechnical CQA Consultant shall investigate, analyze and <br />make recommendations to mitigate these conditions. <br />W. Unless otherwise specified by the Geotechnical CQA Consultant, no permanent cut slopes <br />shall be excavated higher or steeper than that allowed by the ordinances of controlling <br />governmental agencies. <br />X. All excavated or fill surfaces shall be graded to provide good drainage and prevent ponding <br />of water. Surface water shall be controlled to avoid damage to adjoining properties or to <br />finish work on the site. <br />Y. All cut and/or fill slopes will be planted for erosion protection in accordance with the Project <br />Drawings and Specifications. <br />6.1 GENERAL <br />Construction of the Forward Sanitary Landfill final cover improvements shall be performed in <br />accordance with the Project Drawings and Specifications and shall be continuously observed, and <br />routinely sampled and tested by the CQA Monitor(s) during construction and mixing operations <br />for the physical parameters described in this section. <br />The testing frequency presented herein is a minimum. Additional tests will be conducted by the <br />CQA Monitor for retests and at any time that in the opinion of the CQA Monitor, additional <br />testing is required and/or a deficiency is suspected. Retests of previously failed areas will be <br />performed at the discretion of the CQA Monitor when, in his opinion, sufficient reworking of the <br />area has been performed by the Contractor to warrant a retest. <br />Following a thorough re -working of a failed area, retesting will be performed by the CQA <br />Monitor to evaluate whether the re -worked area meets the requirements of the project. <br />6.2 COMPACTED FILL PLACEMENT <br />Field and laboratory testing for compaction, moisture content, and engineering properties will be <br />completed during construction of the final cover according to the following minimum schedule. <br />Should blending operations proceed without complications these tests and minimum testing <br />frequency may be modified as approved by the geotechnical CQA consultant. <br />-12- <br />GLAM054007/FORWARD/CQAPLAN.ded7ti512005 <br />GeoLogic Associates <br />