Laserfiche WebLink
1 ^oqyi i78 9qOp LANDAU :1SSOCI:iTHS I\C 12/O1/OA 10:06 P.001/008 <br /> � Soil Classification System <br /> uscs <br /> MAJOR GRAPHIC LETTER TYPICAL <br /> I DIVISIONS _ _ SYM80L SYMBOL10 OESCRIPTIONS"�'� _ <br /> r --v-v-�;-- <br /> I I CLE1INGRAVEL �.�b�OO°I GW �WeFgoEeCC��+d;LraveUsanemirtum�s);hNJewnofincs I <br /> GR4VEL ANO Q--"i-E;«— <br /> � „ (�if2AVELLY SOI� (lRSe w no fines) a�v o�;o I GP P°°�V 9�w'�9��°N,goveVsand mirturc(s);VNc a rw Gnes � <br /> O q„ I <br /> � N�`m � (MomNan50`%N r � � (�jM SiIryO�'+vel:9raveVunNsittmiRture(s) <br /> W ' ,vanefractionreminM G��L���mwnt�ds � <br /> Z E o on No.�sieve) (APC��mes) GC CL�yey GmvN:OraveVzanUtlaY mizmrcls) _ —� <br /> 00 _ _ <br /> $ c� — <br /> I `� N Z —"--'I $W WeILgnGed sar�d:9�veiy saM'.Imk or no finea <br /> w = e I SAND AND CLFAN SAND � <br /> � 5_ SANDY SOIL (L A tl e w n o f i n e s) � i S P p��y qn d M san Q 9�'+�e ry sa M:li tle ar no Fnes <br /> 0 �A (More Nan 5094 W $(� I SAry sand�,sanNsik minure(aJ I <br /> U �— aarse hvcson pasxe SAND WITH FINES _ _ � <br /> � — thmuqh No.�sieve) (AppRdable amounl d —SC I Lla�ey unE;safM�tlay mixlure(t) — __ <br /> (mes) <br /> ML Irroryanm siM and very fine sa��.ra Ja fbar,sitty o�uaYe+fiiro <br /> o:� d SILT P.ND CLAY CL ��a a a�y�Y s�n�.n��9n�p�:v�h <br /> �� i�aea�io my d b,.m m�a��m ai,�ndh:s���eY aay:��ar j <br /> I N E o (Liduid 4m�1 kss Nan 501 __. �/:siky tlaY.kan�Y --_'-- — I <br /> �—�� ~ QL 'I Or�ank sill;aryani[.vtiy GY d luw p1a.i�uty <br /> W °u <br /> Z :�"u -- <br /> `'a l MH Iror3aric.:timi�ixuosord"wbmaceousfin<sinC <br /> l n' A� SILT AND CL4Y <br /> 1 � 5 u L'H Inorganlc tlay o(�ign G��sbuty,�al Cay <br /> I Z m m <br /> o E (LiquiE 4mC 9rea�er Wn SU) <br /> LL �� QF{ Oryank daY o(medium lo�ign pbs4eN.orqamc siil , <br /> HIGHLY ORGANIC SOIL (� PT Peai;�umm:rvemp wll w,N Inah aganic rnr.tenl JI <br /> 1 � I — <br /> GRAPHIC LETTER <br /> OTHER MATERIALS SYMBOL SYMBOL TYPICAL DESCRIPTIDNS <br /> PAVEMENT AC or PC Asp�atl rrncde pavemenl or Portland rement pavement <br /> I ROCK RK I aocx�s�e Rak cw:sr�n�aN —_— <br /> --WOOD 1%.- WD WooC.lumber.wvoeUiips <br /> � DEBRIS DB CanslvctionEew+s,parDape <br /> � —_ <br /> Noler. L USLS kner eymCds mrteaponC m Ne symodz uscd by Ne UnRed Sod Class�eition System anC.\STM aavRotioo m<��aas.Dual lener symOds;eq, <br /> SP-SM)Inr a sand or O�vd inEimte s sW wiN ca estimaied S75%fr.es.Multipk ktter aymEds(a 0�.MLJCL)indr��e boNediM ar mulApe sMl tlassRutions <br /> � 2. Soil desmptions ere baseE oa Ih<pmenl�ppmac�p�ese^ted�^Me SfandarJ Prdcfice Mr Descnpbon arC��entrficaWrt of Sals(VisuabManual Proccdure). <br /> es oWincd'a nSTM D 2fC9.KTert labon�ary f�de[lestlnp�as Eeem m�CuclM.mJ dass:Gntions am based on Il+e$tanJaN TeSt.Net�ad Nr Cfasv(:a@on <br /> � o15oils hrF_ng��nrenng Purposes.n wtl:ned In ASTM D Y�B7. <br /> w ]. Shc eeunptlon le�minobpy is Eased on Ksual es6mates(In Ne�bsenw o�labor+Wry�eslOal:W)of�e parenl�9es of eaU�soil type anE is definM�sfoiws' <br /> � p�maiy ConstlNmC >50%�'GRAVEL;'SAND"SILT;'CIAY,'etc. <br /> I N Semnda7Constituenb' >70°4an0_50%-berypmvMy.'YeryaaWy.••veryvT/:elc ' <br /> g >isse e�a<so%•'o�+vevy,-'sanay,••silty,'elc <br /> ,� AddiOonal C�nsUtuenb: > 5%anE<15%•`nN pe vel;ti.iN sand;�viN sA;«�� at r'�notM. <br /> < 5%-'tr+m mvd:�race sanE"Ina'sYt,'<!c. <br /> o � <br /> 1 ;, Drilling and Sampiing Key i Field and Lab Test Data <br /> $ �_SAMPLE NUMBER R INTERVAL SAMPLER NPG ��e DescLption <br /> N CoCe Description , <br /> I a ]1&incl�O.D..2�2-irce 1.0.SPfiI Spow� i NP=•.p PnJal PeneUometer.Lsl <br /> W — Sainda IdenUfie���on Number <br /> I b 2.OPIntliO.0.,t50.�ncI�I.D.SplitSpoon N=0.5 Torvine.Lsl <br /> f a Recovery�ePth Interval � She1bY Tube PIO�10o P�amlonix�lion Deleclor VOC sueenm9.vG^� <br /> � I �- � e cr�o s�mqa W•t0 Moi.tum Cantm�N+ <br /> 4 � i 1 � I�— $ampe DepN Inlerval D=t20 07 Densiry.pd <br /> �7, J e ONer�See leat d app'�inDle <br /> p �— Faroon d Sample RelainM � 700.16 Nammef,]6infh Onp -200=60 Malerial smakr Nan No.:00 srove.% <br /> C^ �I �or Mlirva w MaNsb 2 1�Wb Mammer,]61nr1�Omp GS Grain Size-See sepanm Ogure lor dala I <br /> � ] Pus�eC AL Attetberg limib-See scparate��yure lor Eam <br /> ' c �I � ONcr-See te�d applira7k i G' Otner Geotcrlinieal Testinp <br /> � i___----- � � CA CNm�IMaly:is <br /> � Groundwater ' <br /> I V t] ApPm.im�te vrak�NewUon at fime cf Crvtinq(ATO)or on Eate nateE. GmurMwatcr --- — —._.J <br /> C ATD kvels can Ifutlua�e due lo O�eapNr�on.s<asonal wnEiGans.and aNcr hCors. <br /> �D .—"_'_—___ <br /> Figure <br /> 1 Cook NW Silver Lake Soil Ciassification System and Key A-'� <br /> LANI�AU Everett, WA <br /> ASSOCIA7'ES <br /> I �'�� <br /> N <br />