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i <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 />5 <br />T <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 />6. <br />1 <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 />7 <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 Wei' t <br />1 /z -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 />Section 02200 Page 3 of 18 September 3, 2008 <br />Earthworks Revision 1 <br />SAProjects\1125E CCV CQA \I - Tech Specs \02200.r1.doc <br />0 <br />8. Select Drain Cover Fill — material as approved by MANAGER and CERTIFYING <br />ENGINEER conforming to the following SPECIFICATIONS: <br />