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r <br /> r-� KEY TO EXPLORATORY MNG LOGS <br /> SOIL SAMPLE LOCATION <br /> FIRST ENCOUNTERD NON-CONFINED <br /> OROUND WATER LVEL <br /> PENEMATION: Sample drive hammer weight-140 pourer falling 30 inches. <br /> r, <br /> Blows required to drive the sampler 1 foot are Irdicaled on the logs <br /> CONTAMINATION: Soil samples and cuttings were screened,4th a <br /> Pholovac `l (PID)detector. Soli arxd water samples were collected in <br /> mason jars, agitated, and these screaled using ft "TIP" detecior. Cuttings <br /> were screer _in situ as they were brought to surface by the augers. Soil <br /> samples collected for certified laboratory analysis were screened prior to <br /> preservat;on <br /> ,.t SOIL CLASSIFICATION CHART <br /> ASTM G 2487 <br /> 1 - T Sat Classification <br /> Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests^ Group <br /> i - Symbl Group Name° <br /> ! CoarwGrained Sats Gravels Clean Gravels Cu z 4 and 1 s Ccs 3e GIN gravelf, <br /> More than 50%retained on No. More than 50%of coarse Less Shan 5%finest - <br /> Cu<4 andjor 1>Cc>3E GP Poorly gravel° <br /> 209 sisve traction retained on No.a y g_ <br /> .sieve Gravels with Fines More Fines classify as ML or MH GM -Silly graveE�•�"• -than 12 X lnnasc Fines Cassiy as CL or CH GC Clayey gravel"Am <br /> Sands Clean Sands Cu a 6 and 1 s Cc 5 3f SW Well-gratlod sand <br /> j 50%or more of coarse Less Irian 5%fines° Cu<6 andlor 1>Cc>3 e SP <br /> Poorly gratlerl sir tlr <br /> I fraction passes No.4 sieve _ <br /> Sands with Fines Fines classiy as ML or MH SM Silly sand°"•' - <br /> - Voce than 12%lines° Files classify as CL or GH SC Clayey sandd.+r.r - <br /> .- Fine-Grained Soils- Silts and Crays Inorganic PI>7 and puts on or above-A-foe' CL Lean clay'- <br /> 5D%el more passes the No. Liquid limit less than 50 PI<4 or plots tletow•A'Ime' ML <br /> 290 sieve <br /> - organic Liquid Irmit-ever,tlnu4 c 0.75 pL Or anic da •t•y N - <br /> - _ <br /> Liquid imit--hat Lir�etl Or an sirts•t•"r•O - <br /> Sats and Clays inorganic P!plats on M above'A'tine CH Fat nlayKt•v <br /> I Gould limit 50 or mere Pi plots below'A'line_ Ms Elastic silt^t� <br /> organic liquid lith t-oven deed<0.75 Orf Organic day"•`•"'•, <br /> !• _ __ Liqu,C limit^not dried ,^ O.ganLLQ s�lt"•t.iv.o' <br /> f, <br /> Highly organEz soils - Prsmanly organic matter,Car*in W01,and organic odor PT Peat <br /> A Based or,the material passing the 3"in,(75-mm) a a- - (p,rs "'If sal contains a 30% plus No. 200, pre- <br /> -- Cur-OaorCi — - - - <br /> - -- ---aWva:---- -- - --- - ---- -- Orin 0 - - ------ dor5na+dlygreva.-add-gravelly to group name "- <br /> . a If field Sample contained DOW$or boulders.OF - r If sot contains a 15%sarhl,add'with send-to - ~PI t 4 BW plots on or above'A'line. - <br /> `4. both. Adtl 'with CboblES of btli:"oars, Or both' to group name. - °PI<4 or plats below'A'line. ` <br /> gip°ame•: °if fines clessity as CL-ML. use duet symbol °PJ plots on or above'A'rine. <br /> °Gravels with 5 46.12% fines require dual GC-GV,or SC-SM, - Pf plots Wow'A'line, <br /> symbols, r lines are Organic,add'with organic!roes'to <br /> GI:i-GM wall-Vaded gravel with silt group name- <br /> GW-GC well-graded gravel with Nay r ifsoil Contains z 15%gravel,add-with gravel' <br /> �J GP.GM poorly graded gravel with silt to group name. <br /> GO-GC poorly graded grave!with day v If Atrerberg limits piol in halened area.sol is a <br /> °Sands with 5 to 12% fines require dual CL.ML,silly clay. - - <br /> symbols: 'if sol!contains IS to 29% plus No. 200• add <br /> SWSM weftVaded Sand with silt _ •with sand' or -wan gravCt; whrdhever rs pre• - <br /> - - SW-SC well-graded sand with day - dominant. _ <br /> SP-SV poorly graded sand with silt t 11 sal Contains a 30 3 plus No. 200, Drs. <br /> SP.SC poorly graded sand with Clay doming,ltiy sand.add-sandy'to groin,name. <br />