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3.6 <br />TECHNICAL SPECIFICATIONS <br />17. CONTRACTOR shall verify the final thickness of Soil Liner Fill to determine compliance with <br />this SPECIFICATION. Thickness verification shall be performed at a minimum frequency of two <br />measurements per acre using a soil - coring device, unless directed otherwise by MANAGER. <br />CONTRACTOR shall record as part of the as -built documentation the location, elevation, and <br />thickness of each Soil Liner Fill verification test. COA Monitor will witness all verification <br />measurements. CONTRACTOR shall backfill all holes with MANAGER and CERTIFYING <br />ENGINEER approved moisture- conditioned Soil Liner Fill compacted with a Proctor hammer or <br />other suitable device that will achieve a kneading type of compaction and will achieve the required <br />density, or bentonite. Areas with deficiencies shall be reworked by CONTRACTOR, until <br />acceptable measurements are obtained at no additional cost to CC &V. <br />18. If tests indicate the Work does not meet the requirements of the SPECIFICATIONS, MANAGER <br />and CERTIFYING ENGINEER will establish the extent of the nonconforminE4 area. The <br />nonconforming area shall be reworked by CONTRACTOR until acceptable test results are <br />obtained at no additional cost to CC &V <br />19. Prior to any geosynthetics being placed on Soil Liner Fill, the area will be tested by CQA Monitor. <br />No eeosynthetics will be allowed to be placed on frozen material, as defined in Section 3.06, <br />without the area in question being retested by the CQA Monitor. <br />EQUIPMENT <br />A. CONTRACTOR may use any type of earthmoving or excavating equipment unless otherwise noted in <br />the SPECIFICATIONS, provided the equipment is in a satisfactory condition, complies with applicable <br />rules and regulations, is of such capacity that the construction schedule can be maintained as planned by <br />CONTRACTOR, and is approved by MANAGER. <br />END OF SECTION 02200.0 <br />Earthworks September 24, 2013 <br />02200.0.1 -9 Revision 1 <br />S U9olects \1550 - CC &V Field Spt CQA PSES Bldg \8 0 Project Engineering and Design \8 2 SpecificationsTSES Pipe Rack Liner Extension SpecificationsUnd —dual Specification <br />Sections \02200 0 R1 Earthworks docx <br />