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TABLE 3-5 <br />Granular Drainage Material Acceptance Testing <br />TABLE 3-6 <br />Coarse Gravel Acceptance Testins <br />ASTM Method <br />Frequency <br />Criteria/Specification <br />Test <br />Particle Size <br />D422, D1140 <br />2,500 cy <br />3/8" max. particle size; <br /><3% passing No. 200 <br />sieve <br />Laboratory Hydraulic Conductivity <br />D2434 <br />2,500 cy <br />>0.1 cm/sec <br />Soil Type <br />D2488, D2487 <br />Continuous <br />Clean GP/GW <br />TABLE 3-6 <br />Coarse Gravel Acceptance Testins <br />TABLE 3-7 <br />Protective Operations Laver Acceptance Testing <br />ASTM Method <br />Frequency <br />Criteria/ Specification <br />Test <br />Particle Size <br />D422, D1140 <br />500 cy <br />1" max; <20% passing 1/2"; <br /><5% passing No. 4; <br /><2% passing No. 200 <br />Laboratory Hydraulic Conductivity <br />D2434 <br />500 cy <br />>1.0 cm/sec <br />Soil Type <br />D2488, D2487 <br />Continuous <br />Clean GP/GW <br />TABLE 3-7 <br />Protective Operations Laver Acceptance Testing <br />• <br />Page 17 <br />ASTM Method <br />Frequency <br />Criteria/ Specification <br />Test <br />Soil Type <br />D2488, D2487 <br />Continuous <br />Generally sandy material, 1" <br />max particle size <br />• <br />Page 17 <br />