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Compliance <br /> a`a <br /> STANDARD Closure, Inc. <br /> • LtQs Penetri tlon Sample drive hammer weight - 140 pounds falling 30 Inches <br /> Blows required to drive sampler 1 foot are Indicated on the bgs <br /> ❑ Soil Sample Location <br /> Soil Sample Collected for Laboratory Analysis NOS No Odor or Sheen <br /> 0 No Soil Recovery <br /> SZ First Encountered Ground Water Level <br /> Z Plezometnc Ground Water Level <br /> ® Disturbed or Bag Soil Sample, for logging purposes only <br /> 2 SYR 6/2 Soil color according to Munsell Sail Color Charts (1 975 Edition) <br /> UNIFIED SOIL CLASSIFICATION SYSTEM comosw try B w Ptpkin untv at SouvwnCalitnva <br /> MAJOR DIVISIONS GROUP TYPICAL NAMES <br /> SYMBOLS <br /> = GW WeA-radw growls prowl sand rtMxaxea Ytde or no Mee <br /> 2 c GP Poorty gradod Graves grawi-sand nrxaxe Uwe or no fines <br /> LU <br /> pp > <br /> tlj m GIM Silty gravels grave-sand-slt mlxaxw <br /> O F <br /> ui z `o g r` GG Clayey grswls grave♦-smn i-ch y m rlur" <br /> O¢ cg SW W"j ded aww*Wwody saitrd,Uz**or no ftrwa <br /> a' 0 -9 p `o a g SP Poarb graded mrids,?woof minds.otao or no linea <br /> qc xm 1 <br /> S <br /> U) IM Sfq sands,said-dirt mial3tres <br /> SC Clayey sands,awd-clay mi=xw <br /> W lrio�sfEm and very Arw m oxia mdc flour Wily Or <br /> v deyey IM ands,or deymy slits,Woh alght pi Wly <br /> CL it rganic clays of bw w rt>.dwn pin a:,dry,grweelly digs,saraay slays slitY <br /> dwoImn ft" <br /> 6 m } OL Cnprnic sift and otic altf drys of tar plestldsy <br /> ul a <br /> 4c V I601H lnorgwMc s lm,ffaaw ocm or dammKecw tine sandy or silly sdta skau <br /> =Uj <br /> Ma <br /> CSN tnorwft days at Ngh piraddq tat drys <br /> LL <br /> to <br /> OH Orgrryc trays of madrrn b high pi-bc ty argania sfos <br /> rilgr,+y Organic Saile Pt Pew and od w rA"arganic adls <br /> NOTES <br /> 1 Boundary Classification: Soils ssessing characdersfi s of two groups are designated by combinations of group <br /> symbols For example,GW- , well-graded gravel-sand rNxture with clay binder <br /> 2 All sieve sizes on this chart are U S Standard. <br /> 3 The terms -sift-and"day"are used rssp tvely to distinguish materials exhibiting lower plasticity from those with higher <br /> • plasticity <br /> 4 For a complete description of the Unified Soil Classification System. see"Technical Memorandum No 3-357,"prepared <br /> for Ottice. Chief of Engineers, by Waterways Equipment Station. Vk:#Mburg Mississippi. March 1853. <br /> (See also Data Sheet 17} <br />