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TABLE 1 <br />• <br />E <br />Ll <br />SUMMARY OF EARTHWORKS MATERIAL SPECIFICATIONS <br />Notes: Point Load Tensile Strength > 300 psi for the underdrain fill <br />NP = nonplastic <br />N/A = not applicable <br />October 2004 Golder Associates 043 -2170 <br />1'1 firEWRk NM�af ST¢.als <br />Plasticity <br />P2rmeali Its' <br />_ drain Size <br />D istr { birt(orr <br />Igdoc <br />_ I <br />Sim. <br />Percent <br />Sizr <br />Mai : Passin <br />Underdrain Fill <br />NP <br />NIA <br />ia <br />1CX) <br />No. 200 <br />0 -6 <br />Select Structural Fill <br />N/A <br />N/A <br />3" <br />100 <br />SS <br />Leak Detection Fill <br />NP <br />N/A <br />3/4" <br />100 <br />(LDF) <br />3/8" <br />40 -70 <br />No.4 <br />5 -50 <br />No. 40 <br />0 -20 <br />No. 200 <br />0 -10 <br />Structural Fill <br />30 maximum <br />24" <br />100 <br />SF) <br />No. 200 <br />0 -25 <br />Pipe Bedding Material <br />5 maximum <br />N/A <br />2" <br />100 <br />(PBM) <br />No- <br />30 -100 <br />No. 200 <br />5 -20 <br />Soil Liner Fill <br />10 minimum <br />to' <br />2" <br />too <br />SLF) <br />J IA <br />No. 200 <br />15 -50 <br />Drain Cover Fill <br />NP <br />1 -1/2" <br />too <br />(DCF) <br />3/4' <br />70 -100 <br />No.4 <br />5 -50 <br />No. 200 <br />0.8 <br />Coarse Shaft Backfill <br />20 maximum <br />12' <br />100 <br />CSB <br />No. 200 <br />0 -15 <br />Fine Shaft Backfill <br />5 maximum <br />2" <br />IN <br />(FSB) <br />3/4" <br />70 -100 <br />No. 40 <br />2050 <br />No. 200 <br />2 -15 <br />Notes: Point Load Tensile Strength > 300 psi for the underdrain fill <br />NP = nonplastic <br />N/A = not applicable <br />October 2004 Golder Associates 043 -2170 <br />1'1 firEWRk NM�af ST¢.als <br />