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� Soil Classification Syste� <br /> � uscs <br /> MAIOR GRAFHIC LETiER TYPICAL <br /> DMSIONS SYMBOL SYMBOL"� DESCRIPTIONS�M'� i <br /> GRAVEL AND CLEAN GRAVEL o 0 0 0 o GW VoeWr+aea 9ovat 9�avaVwrd mi.�ue(�l��tus a ro fws <br /> � a a i GRAVE.LLY SOIL (Unb u ro fines) o 0 o p o GP P�NY�+�9�a�+k On�'�+^4 mkiun(s):ittle a ro Mn <br /> N�� �MOf°�°"�'°� G R A V EL WIT H F INES GM Sipypavsl;prawVwMlsil mlx�vs(t) <br /> W E,ov coanahxWnrsUiroA (�adeamaxMol <br /> � a�� on r+o.�akve) ruasl GC �wv w�•et v+wv.uwd.y mixtur.(a) <br /> C� d $W WeFyndsE san0:9��N fand:ittls a ro finef <br /> = SAND AND CLEAN SAND <br /> ��Ck S!W DY SOIL (LiMe«ro Rnes) SP P�Y 9�unE�qnveN wM�ircb a ro tu�n <br /> 1 V�,yb' (Mora tlun 50%d $M SiXy wM:faMlsiC m4ture(+) <br /> coarse kanan passea SANp WITH FINES • <br /> tivouyh No.�sieve) (APP�bb amoix�t d SC Cbyey wnd:saM/day m41we1a) <br /> Rnec) <br /> � M� w�i,a«mm,�iw��sipmqas��ibrour.a�Mwaayeyrv�s <br /> ,�a o SILT AND CLAY <br /> O��a CL liqrpankWy d bw M medium O�s1i�iM•9��N�Y.�Y <br /> OE� (LM�riOfmillesstAan50) tlay,siRyWy,leanday <br /> —, w �a,_, OL orw„me�cawnw.artywrdw�.Wsua�r <br /> z Zsa <br /> � ��g s SILT AND CLAY . MH IroryaNc aik;mkaoeous u Eialanaceais firo pn0 <br /> W o� CH i�ayan�c wy a nqn pasuuy,i.�wy <br /> � LL�� (liquid imi�yeater than 50) <br /> � OH OryaNc aay a rtroaium�o nigh ws�:uwric si� <br /> i <br /> HIGHLYORGANiCSOIL PT P��:�����^P����pW^k�� <br /> � GRAPHIC LETTER <br /> OTHER MATERIALS SYMBOL SYMBOL TYPICAI.DESCRIPTIONS <br /> PAVEMENT AC Of PC �M mncAu p�vement a P�ortluio cemem Dewner0 <br /> � ROCK RK aoac�sse aoac crosrrraum> <br /> WooD WD wooe�M.nner�Maoa a+v� I <br /> ? DEBRIS � DB ����=.Y�� '� <br /> r+aes: �. uscs ien«m�na+m�r.sv�w a�e aymods usea ey me uNrba sai cuss�r��wn sysian and wsrM mss�ncaua,msmom.wa bn«.ymod.N�o-. <br /> SP-SM)fa a uM or ynvel hdinte a sdl wiM an asUmaleE 615%Rnas.MWlipb btter symDols(e.q..AfUCL)IMinro Doideiim a m�1UPb u4 d�s�� <br /> 2 Shc AescAD�s sn UsseE m Cr 9mxai+GV�h Grssen�ad In Me SfeMeN Pracfice forDesUO�'�end IdentificMFm NSah(VhwFAlrM�sl Pixedn). <br /> n aMneO in A57M 0 2r8B.Wtwe IaOorotorV kqea tnHnp Ms Uem caMucted.aoil WsaifiaUoro ne WseE m Ma SYsndW Tss!MeMod/or du�K�catlm <br /> d Sah krEnQineeArq Purposes.es ou16reC in ASTM 0 2AB7. <br /> . 3. ^oil Eesvtqion temJrobpy is Wsea m Wwal estimaie�(in Me�Dsence o1 ubonrory les�Gta)d Me Ds��+9�s d wc�wil ryps�M b OeRreE u lobws: <br /> PAmaryCamOtuxx: >50%•'GRAVEL;SAND,'S1LT;'CLAY.'ata. <br /> Secoroary Canatihimis: >309L�M�50%-1�e�'9��►�'�Yery nnAl'�1rorY siXy,•elc. <br /> w >15%and<9p76.•f�raveM:'sa^EY�'allY.'ela , <br /> �. � AEditional CmsdNenla: > 5%�M<15%-1�iM fl�avel.'1�ith sanE:1�itl�si�l.'alt. j <br /> < 5%-lnce 9ravel:Vace san0:'tnce si�,'elc..a not roMO. � <br /> I � Driiling and Sampling Key Field and Lab Test Data � <br /> �� $ SAMPLE NUMBER 8 INTERVAL SAMPLER TYPE � <br /> � Code Desaiption Coda Description 1 <br /> — Sample ICentifrcalion NumDer a 7.2Sinc�O.D..2.A2�nU I.D.SpGt Spoon PP=1.0 Pocke�Penetmrtieler.Isl <br /> 8 b 2.00.inU O.D.,1.50-intli I.D.SpGt Spoon N=0.5 Torvana.bl � <br /> i � � Recovery Dept�Imerval � Sheby Tuhe PID=100 Plqtaioniration De�eclor VOC ureeNrg.ppm '� <br /> � d Gro0 Sampb W=10 Mdsture CoMa�l% ' <br /> .i ? 1� ��r— Sample Dept�Imenal e Ottier•See tecl M aDV�wDb D=120 D ���. <br /> $ �Y�Y.Pd <br /> o � Fortion ol Sample Relaine0 1 300.D Hammer.30-IrrJ�Drop •200=60 Malerial smaler tlun No.2(10 sieve.X <br /> lor MAive a Analysis 2 1446 Hammer,30.incn Drop GS Grain Sixe•See upanta fipure fa Oala <br /> ' u 3 Pushetl Al AtteAeiy limits•Ses aepa�ale fgue M Aata <br /> .,., p 0 Othx•See texl N appiraEk GT OIMr Geo�ectwYca�7estitg <br /> � Groundwater °i` c"°"'�"""'""' <br /> � e SZ Ma��ma�e wa�ar elevation m ame a driww(Aro)«on w�e m�ed. crandwa�er <br /> � r ATD kveh can IMictwle Oue to preupiUtion,smwf W mnitbm.an0 oll�er/xton. <br /> , Eastmont RSU Buitding Figure <br /> `' � �AU Addition Soil Classification System and Key 3 <br /> ASSOCIATES Snohomish,Washington <br /> I '� I <br />