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amec'& <br />5. <br />7 <br />8. <br />Section 02200 <br />Earthworks <br />3/4 -inch <br />100 <br />% -inch <br />40-70 <br />No. 4 <br />5-50 <br />No. 40 <br />0-20 <br />No. 200 <br />0-10 <br />Plasticity Index: <br />0 <br />Low Volume Solution Collection Fill and Bedding Fill - material approved by MANAGER <br />and CERTIFYING ENGINEER conforming to the following SPECIFICATION: <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />1 -inch <br />100 <br />% -inch <br />40-70 <br />No. 4 <br />5-55 <br />No. 200 <br />0-10 <br />Plasticity Index: <br />0 <br />Soil Liner Fill - processed materials as approved by MANAGER and CERTIFYING <br />ENGINEER, conforming to the following SPECIFICATION: <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />2 -inch <br />100 <br />No. 200 <br />15-50 <br />Plasticity Index: <br />Hydraulic Conductivity <br />10 minimum <br />1 x 10 -6 cm/s maximum <br />Drain Cover Fill - material approved by MANAGER and CERTIFYING ENGINEER <br />conforming to the following SPECIFICATIONS: <br />U.S. Standard <br />Sieve Size <br />Percent Passing <br />by Dry Weight <br />1' /2 -inch <br />100 <br />3/4 -inch <br />70-100 <br />No. 4 <br />5-50 <br />No. 200 <br />0-8 <br />Plasticity Index: <br />Select Drain Cover Fill — material as approved by MANAGER and CERTIFYING <br />ENGINEER conforming to the following SPECIFICATIONS: <br />Page 3 of 18 <br />SAProjects \1125 CC &V Phase 5 VLF \I - Tech SpecsVkequa IFC Specs \02200.r1.doc <br />September 3, 2008 <br />Revision 1 <br />