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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> ' <br /> TA O[SCR V11Ow wall 01vtl10rls LIR DESCAIrTIOI <br /> nAJOR Ory rl lowi L <br /> nl I,wrpan,< +:4+ ana wrr line <br /> Cu ue n•gaara 9ra•N+ er p/arel +ana ana+, racp Ilo,.r, u:4r o/ <br /> .u.rn, lin lr or no I:r+. clam♦ fin. +awa+ or CIaPY +iln <br /> ' <br /> SILTS <br /> CLYIL G r6r/IY9uMa parr l+ o/ q♦arrl .itn +I:qm Dlaalit il, <br /> .na .u,r/r. Intl, or no llrr+. AMO <br /> .0 + CL Irorpan,c clan of le. ,o �o:w <br /> I-+a.a•<,•Y CLAYS plaa, u,Y, 9ra•rllr clam. +Mar <br /> 11CLLY Lw S.I,r grave l+• gra.e LLr10 0.", lilt, CI.ra, lean <4H. <br /> t SOILS Or +.Ita Ida or gan,c arly <br /> LCC <br /> COAASL CC C •,er qr a.e l+. 9r..r l-+ana•<IaY f u( <br /> ,Ian al 10— ala+uci,r <br /> GAA UEO W [o n,uue.+ or <br /> Sy Vr1I-gr.ara +.naa or Sot <br /> pr a.ell♦ ylu <br /> SOILS .naa, 1.1tlr or no f—ea. SILTS rla+ti[ +,1,+ <br /> ' u0 <br /> SAnO SI I;oorlYquaea +.na+ er pr a+rell, Cu Ivor qa..c clay+ of n,qn plot.[n Y. <br /> .noa. I „Ir or nD I:nn. (LATS lu cl•r+. <br /> Aw0 <br /> L050 On I Orq•. < <laY+ of �mw to n.qn <br /> SAw o, Sn Sinr +.na+, vna•+J, .w.re+. olau �lY. <br /> SOIU �.Iure+. rr•, .na eine, n.gnl, o/9•mc <br /> 1[ rloeY a.n a+. +Ma-Clq nlGnit rl <br /> O aGau 1[ SO RS <br /> ' Standard penetration split spoon Sample a Blank casing <br /> Modified California Sampler <br /> Shelby tube Sample Screened casing <br /> dater level observed in boring <br /> NO r?COVe.ry <br /> a Cement grout <br /> NF'WE No free water encountered <br /> NOSC No odor, scent, or fluid cut Bentonite <br /> NOTE : Blow count represents the number of blows <br /> ' of a 140-pound hammer falling 30 inches <br /> per blow required to drive a sampler 1 Sand pack <br /> through the last 12 inches of an 18-inch <br /> penetration. <br /> NOTE : The line separating strata on the logs Undisturbed soil <br /> ' represent approximate boundaries only . lG <br /> The actual transition may be gradual . <br /> No warranty is provided as to the continuity <br /> of soil strata between borings . Logs pie, Photo ionization Detector <br /> represent the soil section observed at PID calibrated with 25ppm benzene <br /> the boring location on the date of drilling <br /> only , <br /> ' PLATE <br /> [EHENDRIX <br /> OG LEGEND <br /> J.H. KLEINFELDER & ASSOCIATES <br /> GEOTECHNICAL CONSULTANTS r MATERIALS TESTING TRUCKINGLANDANO WATER RESOURCES N, CALIFORNIA <br /> PROJECT NO . W-2017-1 <br />