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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 /> 6.0 CQA MONITORING FOR EARTH MATERIALS <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 testingfrequency resented herein is a <br /> uenc q y p 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 /> CLA/2005-0082/FOR WARD/CQAPLAN.d oc/7/15/2005 <br /> Geologic Associates <br />