2011-10-06_REVISION - M1980244 (3)

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3.07 EQUIPMENT: Section 02200 Earthworks * ** END OF SECTION * ** S:\Projects \1125G Squaw Gulch Valley Leach Facililty Design \I - Tech Specs \02200.r0.doc ameP take whatever steps necessary to prepare Soil Liner Fill surface to the satisfaction of MANAGER and CERTIFYING ENGINEER, at no additional cost to CC &V. 6. CONTRACTOR shall maintain the Bedding Fill surface in a condition suitable for geomembrane installation as specified in these SPECIFICATIONS and in the CQA Plan until the surface is covered. CONTRACTOR shall repair all weather related damage to Bedding Fill surfaces or other portions of the Work that have or have not been covered by geomembrane, at no additional cost to CC &V. If any moisture is allowed to collect under the geomembrane prior to or after final seaming and softens the Bedding Fill, the geomembrane shall be removed and CONTRACTOR shall recondition and recompact the Soil Liner Fill to meet all placement and trimming SPECIFICATIONS, at no additional cost to CC &V. 7. CONTRACTOR shall remove all hubs and survey stakes in the Bedding Fill and backfill all holes with MANAGER and CERTIFYING ENGINEER approved material. 8. CONTRACTOR shall verify the final thickness of Bedding Fill to determine compliance with this SPECIFICATION. CONTRACTOR shall record as part of the as-built documentation the location, elevation, and thickness of each Bedding Fill verification test. CQA Monitor will witness all verification measurements. Areas with deficiencies shall be reworked by CONTRACTOR, until acceptable measurements are obtained at no additional cost to CC &V. If tests indicate the Work does not meet the requirements of the SPECIFICATIONS, MANAGER and CERTIFYING ENGINEER will establish the extent of the nonconforming area. The nonconforming area shall be reworked by CONTRACTOR until acceptable test results are obtained at no additional cost to CC &V 9. Prior to any geosynthetics being placed on Bedding Fill, the area will be tested by CQA Monitor. No geosynthetics will be allowed to be placed on frozen material, as defined in Section 3.06, without the area in question being retested by the CQA Monitor. CONTRACTOR may use any type of earthmoving or excavating equipment unless otherwise noted in the SPECIFICATIONS, provided the equipment is in a satisfactory condition, complies with applicable rules and regulations, is of such capacity that the construction schedule can be maintained as planned by CONTRACTOR, and is approved by MANAGER. Page 18 of 18 January 14, 2011 Revision 0