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1� <br />• <br />becomes overly wet due to precipitation or over watering, CONTRACTOR shall allow the <br />wet soil to dry to the specified moisture content range before recompaction of fill and <br />placement of geosynthetic materials. <br />3. CONTRACTOR shall assist CQA Monitor in obtaining soil samples for CQA testing. <br />Bedding Fill sampling shall be scheduled by CQA Monitor with CONTRACTOR to <br />facilitate CQA field testing. <br />4. CONTRACTOR shall trim the surface of the Bedding Fill to the design grades shown on <br />the DRAWINGS. <br />5. CONTRACTOR shall roll the surface of the Bedding Fill with a smooth drum roller to <br />remove ridges and surface irregularities greater than 0.5 inches in height. CERTIFYING <br />ENGINEER shall determine if surface preparation is sufficient to place geomembrane. On <br />areas with slopes steeper than 3H: IV, CONTRACTOR shall adopt methods as necessary to <br />obtain the same final surface preparations that would be obtained by the passage of a <br />smooth-drum roller on flat or level ground. Pushing of compaction equipment by tracked <br />equipment shall not be performed. Wheel ruts on the surface of the Bedding Fill from <br />grading equipment shall be repaired by CONTRACTOR prior to placement of the <br />geomembrane by rolling the surface as approved by CQA Monitor. CONTRACTOR shall <br />take whatever steps necessary to prepare Soil Liner Fill surface to the satisfaction of <br />MANAGER and CERTIFYING ENGINEER, at no additional cost to CC &V. <br />6. CONTRACTOR shall maintain the Bedding Fill surface in a condition suitable for <br />geomembrane installation as specified in these SPECIFICATIONS and in the CQA Plan <br />until the surface is covered. CONTRACTOR shall repair all weather related damage to <br />Bedding Fill surfaces or other portions of the Work that have or have not been covered by <br />geomembrane, at no additional cost to CC &V. <br />If any moisture is allowed to collect under the geomembrane prior to or after final seaming <br />and softens the Bedding Fill, the geomembrane shall be removed and CONTRACTOR <br />shall recondition and recompact the Soil Liner Fill to meet all placement and trimming <br />SPECIFICATIONS, at no additional cost to CC &V. <br />CONTRACTOR shall remove all hubs and survey stakes in the Bedding Fill and backfill <br />all holes with MANAGER and CERTIFYING ENGINEER approved material. <br />8. CONTRACTOR shall verify the final thickness of Bedding Fill to determine compliance <br />with this SPECIFICATION. CONTRACTOR shall record as part of the as-built <br />documentation the location, elevation, and thickness of each Bedding Fill verification test. <br />CQA Monitor will witness all verification measurements. Areas with deficiencies shall be <br />reworked by CONTRACTOR, until acceptable measurements are obtained at no additional <br />cost to CC &V. If tests indicate the Work does not meet the requirements of the <br />SPECIFICATIONS, MANAGER and CERTIFYING ENGINEER will establish the <br />extent of the nonconforming area. The nonconforming area shall be reworked by <br />CONTRACTOR until acceptable test results are obtained at no additional cost to CC &V <br />9. <br />3.07 EQUIPMENT: <br />Section 02200 <br />Earthworks <br />Prior to any geosynthetics being placed on Bedding Fill, the area will be tested by CQA <br />Monitor. No geosynthetiics will be allowed to be placed on frozen material, as defined in <br />Section 3.06, without the area in question being retested by the CQA Monitor. <br />Page 17 of 18 <br />September 3, 2008 <br />Revision 1 <br />SAProjects \1125E CCV CQA \I - Tech Specs \02200.rt.doc <br />