UFGS 02 66 10 Test Fill
SD-06 Test ReportsWeekly ReportsFinal Report
1.4 QUALITY ASSURANCE**************************************************************************
NOTE: This paragraph and references to the QC
inspector should be removed if a QC inspector will
not be used.
**************************************************************************The QC inspector shall be present during test fill construction, shall
review the Contractor's test data, and shall ensure that the Contractor has constructed each layer of the test fill as specified. The QC inspector shall meet the qualifications identified in Section [02 56 13 WASTE CONTAINMENT GEOMEMBRANE] [_____]. Submit the QC inspector qualifications, as specified.
PART 2 PRODUCTS
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NOTE: Not all of the materials described below will
be included in each test fill. Delete materials
that are not applicable. The layer thicknesses
specified should be modified on a site specific
basis.**************************************************************************2.1 RANDOM FILL
Random fill shall consist of a [300] [_____] mm [12] [_____] inch layer as specified in Section [31 00 00 EARTHWORK] [_____] and as shown on the drawings.
2.2 CLAY BARRIER LAYER
The clay barrier layer shall consist of a [600] [_____] mm [24] [_____] inch compacted clay layer as specified in Section 02 56 14 CLAY BARRIER LAYER and as shown on the drawings.
2.3 GEOMEMBRANE
The geomembrane barrier layer shall be as specified in Section 02 56 13 WASTE CONTAINMENT GEOMEMBRANE and as shown on the drawings. A [smooth
geomembrane] [geomembrane textured on the [top] [bottom] side] [geomembrane textured on both sides] shall be placed in the test fill.2.4 GEOSYNTHETIC CLAY LINERThe geosynthetic clay liner shall be as specified in Section 02 56 15 GEOSYNTHETIC CLAY LINER (GCL) and as shown on the drawings.
2.5 GEOSYNTHETIC DRAINAGE LAYER
The geosynthetic drainage layer shall be as specified in Section 31 05 20 GEOSYNTHETIC DRAINAGE LAYER and as shown on the drawings.