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UNIFIED SOIL CLASSIFICATION SYSTEM-VISUAL CLASSIFICATION OF SOILS <br /> (ASTM D-2488) <br /> MAJOR GROUP GROUP NAME DESCRIPTION <br /> DIVISIONS SYMBOL <br /> lap#Q'pefl� well =ed gravel Well-graded gravels or gmel.wnd <br /> 0*0+ 4. G w we11 grades gravel with sand minturny little or no flue. <br /> eRwvRL a'o 0.a Poo BT+d��trcl Poorly-graded gravels or gravel <br /> 0.0.0.0'0 GP Posriy graded gravel with sand sand mixture, little or no tinea. <br /> AnfD a o o'a'a <br /> GRAVELLY 0 '0 <br /> 0`0 <br /> 0 0 O O Silty gravel <br /> '0`0`0`0 GM Silty gravel with slid o <br /> Silly gravels,gravel-sandudxtures. <br /> sous <br /> COARM W gravel GC Tey gravel wait samd Clayey!gravels gravel—ad-day mixture,. <br /> GRAAV84 <br /> S W well-graded sand well-graded sands or gravelly sands, <br /> Sots Weil-graded*and with gravel little or no fines. <br /> I <br /> SAND SP Poorly-grad-d.-—d with gravel �for no inwL a or gravelly sands` <br /> AND <br /> SANDY ♦ • • ♦ Su sand Silty sands,sand-alk mixturesons <br /> SOUS <br /> ;r;•;r •% SM Silly sand with gravel <br /> ♦ • r ♦ <br /> sand <br /> SC Camey sand with gravelCtayey rutds sand day mre* <br /> ixtu <br /> rr♦♦rrr♦r Inorganic silts and very fine sande,rock flour <br /> r••••♦•r♦ Silt;Silt with sand,Slit with gravel,Sandy aft <br /> SILTS :♦r.::.��. 1VI L Sandy silt with gravel,Gravelly alit;Gravelly silt with sand silty or clayey fine seeds or clayey elks <br /> %%'6 •r♦ with slight plasticity <br /> AND <br /> Lean clay;Lean day with sand,Lean day with gravel Inorganic clays of low to medium plasticity, <br /> FINE CLAYS C L Sandy Wan clay,Sandy lean clay with gravel gravelly days,sandy clays,silty clays,lean days. <br /> Gravelly lean clay;Gravelly lean day with nand <br /> GRAINED ��rr���tr Fustic silt:Elastic mut with sand,Elastic silt with el <br /> Fa.A317C Inorganic sibs,mkaoeoua or dlatamacesua fine <br /> SOILS M H Sandy elastic silt,Sandy clastic silt with gravel tom+ <br /> SITS i�ii«�ti Gravelly elastic silt;Gravelly elastic elk with Bard sandy or silty scilla elastic acts <br /> AND Fat clay Fat day with sand,pit clay with gravel <br /> CH Sandy fat day;Sandy fit Gay with gravel Inorganic days of high plasticity,fat clays. <br /> SYS Gravelly fat cla)r Gravelly fat day with sand <br /> Organic soil Organic sail with sand,Organic soil with gravel Organic silts and organic silt-days of low plasticity <br /> OL/OH Sandy organic sou,Sandy organic toll with gravel Organic clays of medium to high plasticity <br /> HIGHLY Gravelly organic soil,Gravelly organic soil with sand <br /> ORGANIC SOILS <br /> Pt Pet Peat and other highly organic soils. <br /> jyEl,rL CONSTRUCTION DETAILS NOTE. glow count represents the number of blows of a <br /> I404b hamrrer falling 30 inches per blow required SANDS &GRAVELS ELOwS/FT <br /> to drive a sampler through the lad 12[ache of an <br /> OEM18-inch penetration. VERY 1005E 0-5 <br /> =Cement No warranty is provided as to the condmity 1.00M 5.12 <br /> of ail strata between borings.Logs rePrasem <br /> the sou section observed at the boring location MED DENSE 12-37 <br /> on the date of drilling only DIIVSIi 37.Q <br /> Bentonite S.Sampler sank into medium under the weight VERY DENSE OVER 52 <br /> of the hammer(no blow anwtt) <br /> P.Sampler was pushed into medium by drilling <br /> rig(no blow count) <br /> Filter pack NR . No Recovery 9LTS &CLAYS Blows/Fr <br /> ZC <br /> S0Fr 0.5 <br /> =PVC Screen 4 Approximate first encountered water level FIRM s-10 <br /> _ I SampleSTIFF 10-21) <br /> -- <br /> Approximate stabilized water level Retained Interval VMtY STIFF all_40 <br /> A <br /> a — PVC Blank - for{�} 14ARD OVER 40 <br /> k ! Analysis <br /> HYDR6 <br /> I; ISoIL' BORING AND APpENDUC c <br /> ENVIR NMENTAL, I WELL CONSTRUCTION LOG t <br /> LEGEND ' PLATE <br /> �TECHN & LOGIES, INC. C-1 <br /> „ <br /> I! <br />