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f<� <br /> E <br /> UNIFIED SOIL CLASSIFICATION SYSTEMS <br /> MAJOR DIVISIONS GROUP GROUP NAME <br /> SYMBOL <br /> 3 COARSE GRAVEL CW W.11--Graded Gravel, fine to course-grained <br /> E GRAINED CLEAN GRAVEL —' <br /> E ' SOILS vote Ihan 50% CP Foci ly-Graded Gravel <br /> of course fraction <br /> !loreIhan 507 relained on GRAVEL GN Silty Gravel <br /> f;r$ retained on No. 4 sieve WITH FINES <br /> _ No. 200 sieve _ CC Clayey Gravel - <br /> SW Wen-Graded Sand, fine to coarse-grained <br /> CLEAN SAPID <br /> SAND SP Poorly-Cradod Sand <br /> More than 507 sM silty Sand <br /> --` of coarse fraction WITH!FINES <br /> passes No. 4 sieve Sc - Clayey Send <br /> E FINE <br /> GRAINED SILT AND CLAY INORGANIC ML Sill <br /> SOILS Liquid limit CL Clay - <br /> loss !hon 50 ORGANIC OL Organic Sid, Organic Clay <br /> 51L7 AND CLAY MH Silt of high plaskAy, E;Csfic Sill <br /> I Mare than 50: INORGANIC <br /> passes No. 200 CH Cloy of h;gh plasNcify, fal Clay <br /> sieve Liquid limit --— <br /> B-3 50 or more ORGANIC OH Orgarcc Clay, Organic Silt <br /> s' HIGHLY ORGANIC SOILS PT Peat <br /> - NDTES: SOIL MOISTUR_E_N_ODIFIERS_ <br /> -� I.veld clQsSfiCO-is based on visual easmirmnon al so4 DRV -Abunr.el mahlwe,dusty.dry to Ina tvvah. <br /> I in general 1CCerdonce with ASIN 021118-81. <br /> wnT -I>nmp.bac mk via;b�e.mer. <br /> 2.Soil 0-1km6an u:++g lob^mlory testa is based an <br /> ASIA D2e87-n3, REr-Vsibk 1-water or snlmat-d,u voiy so4 is <br /> obtained from aero.voter IeUe., <br /> is-�,; S-DesCripkror,s al soil tlen YY o .slenay a e Lased On <br /> / interpretation of bldg-ant dats,n visael am—cirr[e Of <br /> aPIY.afW�a!tett me <br /> r� <br /> [:a CONSISTENCY OF COHESIVE SOILS: SOIL GRAPH: DENSITY OF GRANULAR SOILS: <br /> APPROXIMATE SHEER <br /> N-VALUE STRENGTH Su Soil Croup Symbol RELATIVE N-VALUt <br /> CONSISTENCY SLOWS/If. (TONS/50. IT.) DENSITY OLQ-S/Fl, <br /> Disi;.Ct contact bety"- <br /> Very Sot! 0-2 Less than 0.25 NL ..it atrola <br /> Sufi 2-4 0.25 l0 0.50 Vary Loose 6-4 <br /> - E'K Medium Slit[ 4-8 0,50 to 1.0 Loose 4-10 <br /> Stiff 8-15 1.0 to 2.0Medium Dense <br /> I Ve Stiff IS-32 2.0 l0 4.0 Gradual chdogs b.f.een Dense 30-50 <br /> - ry SP-Su soil strata Very Dense Over 50 <br /> Hard >32 More than 4,0 <br /> � 1 <br /> 11.11—of Sodng <br /> SAMPLE DATA: <br /> 19 Location of relatively uneisiulued sample. _ <br /> l- ] Location of disturbed sample. <br /> Locollon of sampling attempt using <br /> Standard Penetration lost procedures. <br /> S I Sampling interval with no sample <br /> i collected ar no recovery. <br /> I CA Ct.emical Analysis <br /> Recovery = Inches 5omptar Driven <br /> r,tm Inches Sample Recovered <br /> WATER-LEVEL INDICATORS: LEGEND TO ACCOMPANY <br /> IIt1RlNC LOGS C WELL LOGS <br /> 17 Oap1h of which water was first encountered duiing drilling. IIIII[[IIj'�(�j'(IIIII 1�'��I�f;J'11 IIM4,II c <br /> ~NTS ACC yr <br /> Depth at which water <br /> was Blanding in well casing immediofely prior L� �• e, 1=++w� <br /> +, to development of the well. JALw J'rerm.r[conn aa.station <paSit-SA <br /> 1325 Eml We T'y tan Sired <br /> . w�rr�w+„'w��'yam Slotklen,CalilornSo <br /> '� Du leant f.'nkironrnenfel Xemediafion Services <br />