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reworked and/or removed and replaced until the required condition has been attained. No additional fill shall be placed over an area until the last fill has been tested horizontally and vertically and meets the requirements of this document to the satisfaction of the Geotechnical CQA Consultant. T. Where work is interrupted by heavy rains, fill operations shall not be resumed until observations and field tests by the Geotechnical CQA Consultant indicate the moisture content and density of the in-place fills and/or materials intended for placement are within the limits previously specified in(P). U. Drainage provisions shall be constructed in compliance with the recommendations of the Design Engineer and as shown on the Project Drawings. V. If any unanticipated earth conditions of an adverse or potentially adverse nature are encountered during grading, the Geotechnical CQA Consultant shall investigate, analyze and make recommendations to mitigate these conditions. W. Unless otherwise specified by the Geotechnical CQA Consultant, no permanent cut slopes shall be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies. X. All excavated or fill surfaces shall be graded to provide good drainage and prevent ponding of water. Surface water shall be controlled to avoid damage to adjoining properties or to finish work on the site. Y. All cut and/or fill slopes will be planted for erosion protection in accordance with the Project Drawings and Specifications. 6.0 CQA MONITORING FOR EARTH MATERIALS 6.1 GENERAL Construction of the Forward Sanitary Landfill final cover improvements shall be performed in accordance with the Project Drawings and Specifications and shall be continuously observed, and routinely sampled and tested by the CQA Monitor(s) during construction and mixing operations for the physical parameters described in this section. The testing frequency presented herein is a minimum. Additional tests will be conducted by the CQA Monitor for retests and at any time that in the opinion of the CQA Monitor, additional testing is required and/or a deficiency is suspected. Retests of previously failed areas will be performed at the discretion of the CQA Monitor when, in his opinion, sufficient reworking of the area has been performed by the Contractor to warrant a retest. Following a thorough re-working of a failed area,retesting will be performed by the CQA Monitor to evaluate whether the re-worked area meets the requirements of the project. -12- C"\2003-033\EDOMHILLCQAPLAN.DOC Geologic Associates