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drilling and sampling SVMiOLS <br />ItTMIOl OfflNIflON <br />MSA <br />CENIRAL NOTES <br />FA <br />.HA <br />.DC <br />PD <br />CS <br />D\i <br />IV\ <br />S8 <br />.T <br />UP <br />3 i/4 ID Hoilrm Stem Auger <br />4 . f> or in Diiimeier Fl»ghf Auger <br />2,4 or f» HiinH Auger <br />2 1/2 4 S or Steel Dove C4%mg <br />Si/e A 8 or N Ror^ry C^<>ing <br />P»pe Drill or Cleanout Tube <br />Corilinurruv Split Barrel S.tmr>|,ng <br />Drilling Murl <br />lotting VSater <br />^ O D Split 8arret Sample <br />2 1/2 or M/2 O D SB l.n„ Sample <br />2 nr \ Thin Walled Tube Sample <br />1 Thin VSallerf Tube (Priiher Sampler) <br />Lm'p',: <br />Bag Vam/)le <br />Te^ Pit Sample <br />BQ \Q or PQ Wireline System <br />AX BX or NX Double Tube Barrel <br />Core Recoyerv Perr ent <br />1^ Sample «ero>ered, cU«a«a..,m ha«>rf or, atlam „l <br />rt -n-n* equ-pmer., anrf or o,a.e,u,l noted .n dollm, «u.d <br />or on yamplioj; hit <br />No ^^asuremem Recorded pr,manly due ,o pre«.nce <br />ot drilling or coring fluid <br />VSater leyel Symbol <br />TEST STMIOlS <br />ocrmiTioi^ <br />O Content % of Dry Wt. • ASTM O 2216 <br />P'V Jpbi'iv • Pound* Per Cubic Foot <br />ii. f'l ‘^■<l“'‘l*»HlPlMicUm.t .ASTMD4JI8 <br />Additional Insertton* in Last Column <br />Qu Unconfmed Comp SirenRtb p«f a STM D 2166 <br />Q ^netrometer Reading . Ton*/Spuafe Foot <br />Torvane Reading Toni/Square Fool <br />^ Specific Gravity ASTM D 654 <br />^ Shrinliaue limit* a STM O 427 <br />^ pTRanic Content Combu»lK>n 64cibod <br />^ Swell Pre**ure Ton*/Squ4re Foot <br />^ Percent Syyell <br />Swell Pt^ceni <br />^ Hydrogen Ion Content, Meter Method <br />^ ^Kate Content Part*,Million ume m mm/L <br />P4d*.Milton, umr a* mg/t <br />- ^ One Oimenuonal Contolidation - ASTM O 24JS <br />Triaiial Compression <br />> !► * Oi-ect Shear ASTM D W60 <br />‘ Coeltirienf pt Permeability • cnv*ec <br />' Dispersion Test <br />Double Hydrometer ASTv. D 4221 <br />^^tticle Si/e Analysis - ASTM O 422 <br />^ laboratory Resistisity. m ohm - cm . ASTM C S7 <br />P^essu remeter Deformation Modulus • TSf <br />^ Pressuremeter Test <br />Shear • ASTM D 2573 <br />Infiltrometer Test • ASTM O 338$ <br />Rock Qualify Destgnafrors - ^rcenl <br />See attac bed data sheet or graph <br />WATER LEVIL <br />|.me required lor bonng. evcep. where ien*e* o, iaye^'JTl™'!^ ** *® HtP ootm.1 <br />fw may be necessary to reach equilibrium Therefore the emft r ^aferbeanr^g ioil are present Fven ther>. an extended oenod tM <br />Tto awiUbi' u ‘'*‘**“'' ’®*'* •"*» <br />______•"*«>"b4»'on 1* gi*en at the hnttnm ot the log *h«ei •►'ut impeded in reaching the water laWe <br />descriptive TERMINOlCX;V <br />OfNWTY <br />?I«U <br />Vpr> looie <br />loot# <br />^^*um Dl^it <br />Oeofe <br />Dtnie <br />'N" VAIUf <br />04 <br />SB <br />BIS <br />16-iO <br />Orer 10 <br />Suntterd -hr .henetiatmn gw IVr Foot o< a 140 Pound Hamme. <br />la iing to incite* on a 2 inch CMJ Spin <br />Barrel Sampler <br />itlATrvi CRAVEl proportions <br />CONMTIhtCV <br />TitM <br />Soft <br />Med rum <br />Rather $143 <br />MrH <br />Very SuB <br />lamination <br />layer <br />lens <br />Varved <br />Dry <br />Moist <br />Wet <br />W^erbeartna <br />CONOiflON <br />Cp8Pie Crampd Sorts <br />Fioe Crarrsed Sods <br />1S2f% ♦ So 100 <br />1S-2B% ♦ No 2no <br />♦ So 100 <br />20% ♦ No 100 <br />♦ No 2tW> <br />IfRM <br />A little grave) <br />Wah grave) <br />A Ifttie gravel <br />With gravei <br />A ISile gravel <br />With grave) <br />Craieliy <br />Up to 1/2 thick sfrafum <br />1/2 ' to 6 ' thick Mratum <br />1/2 to 6 difcontrnous ilralym poclief <br />Atemaiing lammationt ot clay »i1t apd /ot 6ne <br />grained land or cotor* lh«fMt <br />rbwdery ix> notH eable water <br />B^low saturation <br />Saturated atwve hqurd hriM <br />Perviou* toil below water <br />reiatoe sizes <br />m #10 <br />• iO <br />•40 #200 <br />^•rr Bam •e Plmt4c^