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02•July 2003 " <br /> , <br /> 1 -iC.:Pro�eet 1' d:_97-0230 <br /> Page 4­of <br /> wilt be.careered with'TEflo :sheets ''c ped at sealed with tape Sods e'n itered in'the borings <br /> v�lf be visitally classi$ed b AGE <br /> y_ lid, <br /> -klh,accordance with lbe L hified Soil Oassi on. <br /> yste n f tT� �).Add t� ,soil.s�npi s vel l field screen ed for the presence of volatile q gatnc <br /> compounds:using•an+E Vivi <br /> i~ati4wirrg sairigle conte cin, r P resei�ed sail saintile will be labeled`with.thre bon kation, <br /> depth,time,date and. l CL S rmtials , <br /> sip Appruprtately'seaiecland labeled s�rnptes will be placed m <br /> a ehilw watt under ice d Crab di!d Wider chain-nf custody,procedure to,i D14&Cei ied ; <br /> - h►boi�tory <br /> EQUIR ENT, D�iLON I.FA:LYlE1�lA VY. - <br /> sainplung tools used s2ple collection will be tboghly rinod with clean water after being ' <br /> washed with;t soluliojn of Alcariox.Ali down-hots drilling and samgicicipettt will be pressure <br /> " washed prior to,starting the boring. - ' <br /> SOIL BORING C <br /> #"%Xnpl <br /> 1~ailowing collet ioa bf ooil s Ingle sash 6or hole wrii be#illeci to the ground,sua�ace vvithi a cem. <br /> .-grout.The grout mixt win conist dTypo l!II pordand neat ent and not-more�6 gallons <br /> of water per.94-pbuud`.sacl�:of cnentt 'fie g�Mut veli be xloyid trough a treie pipe If <br /> eq�red,.a grouting ins esti will 'scheduled.with:S7� I D,peel: <br /> , <br /> : Advanced GeoEuvironme <br /> ate,Inc. <br />