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Final Construction Quality Assurance Report-WMU FU-13 Forward Landfill TABLE 2 • GECISYNTHETIC TESTING AND FREQUENCY ACTUAL SPECIFIED NO. NO. ACTUAL TESTING MATERIAL QUANTITYI TEST DESIGNATION FREQUENCY REQ. PERF. FREQUENCY (1/lot min.) Density(D1505) 1 per 100,000 sf 6 6 1 per 87,500 sf Thickness(D5199) 1 per 100,000 sf 6 6 1 per 87,500 sf Asperity Height(GM-12) 1 per 100,000 sf 6 6 1 per 87,500 sf Tensile Strength(D638) 1 per 100,000 sf 6 6 1 per 87,500 sf Carbon Black Content 1 per 100,000 sf 6 6 1 per 87,500 sf (D1603) Geomembrane 525,000 sf Carbon Black Dispersion 1 per 100,000 sf 6 6 1 per 87,500 sf (D5596) Large Scale Direct Shear Clay/HDPE 1 per project 1 1 1 per project GCL/HDPE/Geocomposite 1 per project 1 1 1 per project HDPE/Geotextile 1 per project 1 1 1 per project Seam Length 23,200 If Destructive Seam Tests 1 per 500 If 47 49 1 per 473 If Mass per Unit Area 1 per 100,000 sf 3 3 1 per 71,00 sf (D5993) Geosynthetic 213,000 sf Peel Strength (D4632) 1 per 100,000 sf 3 3 1 per 71,00 sf Clay Liner(GCL) Hydraulic Conductivity 1 per 100,000 sf 3 3 1 per 71,00 sf (D5084) Thickness-geonet 1 per 100,000 sf 3 3 1 per 96,000 sf (D5199) Geocomposite 288,000 sf Peel Strength- 1 per 100,000 sf 3 3 1 per 96,000 sf geocomposite(GRI GC7) Index Transmissivity- 1 per 100,000 sf 3 3 1 per 96,000 sf geocomposite(D4716) Tensile Strength-Wide Geogrid 68,000 sf Width (D6637) 1 per 100,000 sf 1 1 1 per 68,000 sf Mass per Unit Area- 1 per 100,000 sf 3 3 1 per 86,333 sf 12-oz Geotextile 259,000 sf Weight(D5261) Grab Strength (D4632) 1 per 100,000 sf 3 3 1 per 86,333 sf Mass per Unit Area- 1 per 100,000 sf 3 3 1 per 97,500 sf 8-oz Geotextile 292,500 sf Weight(D5261) Grab Strength (D4632) 1 per 100,000 sf 3 3 1 per 97,500 sf • 8 Geo-Logic ASS 0C I A T E S