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Newmont-Cripple Creek&Victor Gold Mine <br /> Technical Specification No.02200.DOCX ■ <br /> Squaw Gulch VLF <br /> Project No.475.0106.006 <br /> June 15,2016 <br /> shall recondition and recompact the Soil Liner Fill to meet all placement and <br /> trimming SPECIFICATIONS, at no additional cost to CC&V. <br /> 15. CONTRACTOR shall remove all hubs and survey stakes in the Soil Liner Fill and <br /> backfill all holes with MANAGER and CERTIFYING ENGINEER approved moisture- <br /> conditioned Soil Liner Fill or bentonite. Compact with a Proctor hammer or other <br /> suitable device that will achieve a kneading type of compaction and will achieve the <br /> required density. <br /> 16. CONTRACTOR shall verify the final thickness of Soil Liner Fill to determine <br /> compliance with this SPECIFICATION. Thickness verification shall be performed at a <br /> minimum frequency of two measurements per acre using a soil-coring device, <br /> unless directed otherwise by MANAGER. CONTRACTOR shall record as part of the <br /> as-built documentation the location, elevation, and thickness of each Soil Liner Fill <br /> verification test. CQA Monitor will witness all verification measurements. <br /> CONTRACTOR shall backfill all holes with MANAGER and CERTIFYING ENGINEER <br /> 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 <br /> achieve the required density, or bentonite. Areas with deficiencies shall be <br /> reworked by CONTRACTOR, until acceptable measurements are obtained at no <br /> additional cost to CC&V. <br /> 17. If tests indicate the Work does not meet the requirements of the SPECIFICATIONS, <br /> MANAGER and CERTIFYING ENGINEER will establish the extent of the <br /> nonconforming area. The nonconforming area shall be reworked by CONTRACTOR <br /> until acceptable test results are obtained at no additional cost to CC&V <br /> 18. Prior to any geosynthetics being placed on Soil Liner Fill, the area will be tested by <br /> CQA Monitor. No geosynthetics will be allowed to be placed on frozen material, as <br /> defined in Section 3.06, without the area in question being retested by the CQA <br /> Monitor. <br /> H. Drain Cover Fill <br /> 1. Drain Cover Fill shall be placed over the geomembrane in the locations shown on <br /> the DRAWINGS. <br /> 2. Prior to placing the Drain Cover Fill, CONTRACTOR shall verify by visual inspection <br /> that the underlying geosynthetics are free of holes, tears, wrinkles, or foreign <br /> objects. MANAGER and CERTIFYING ENGINEER will inspect the geosynthetic for <br /> wrinkles prior to placement of Drain Cover Fill. As instructed by MANAGER, <br /> CONTRACTOR shall "work out" wrinkles to the satisfaction of MANAGER and <br /> CERTIFYING ENGINEER prior to placement of the Drain Cover Fill. In all cases, <br /> wrinkles shall not be of a size that they could fold back on themselves. Wrinkles <br /> greater than one foot shall be removed and repaired by the INSTALLER. <br /> Page 17 <br />