Laserfiche WebLink
' UNIFIED SOIL O L CLASSIFICATION SYSTEM-VISUAL CLASSIFICATION OF SOILS <br /> (ASTM D-2488) <br /> MAJOR GROUP GROUP NAME DESCRIPTION <br /> DIVISIONS SYMBOL <br />' a�a�a�aha Well-graded gravel <br /> a a a eVa Well-graded gravels or gravel-sand <br /> b4a4 Oada Cil W Well-graded gravel with sand mixtures little or no(vies <br /> C}400 <br />' GRAVEL 0:0:0,0,0 Poorly-graded gravel <br /> O.0.0 O o G P Poorly graded gravel with sand sPoorly-graded gravels or gravel <br /> AND .0�0'0'O'O sand auxture Little or no fines <br /> GRAVELLY 0`000`0 Siltyave! <br />' <br /> gr Silty gravels gravel-sand-silt SOILS 0'0'0'0'0 GM Silty gravel with sant mixtures <br /> 0`0`000 <br /> 1 <br /> Clayey gravel Clayey gravels gravel-sand-clay <br /> COARSE G C Clayey gravel with sand mixtures <br />' GRAINED <br /> SOILS SW Well-graded sand Well-graded sands or gravelly <br /> Well-graded sand with gravel sands little or no fines <br />' SAND S P Poorly graded sand Poorly graded sands or gravelly <br /> AND with Poorly graded sand gravel sands Little or no fines <br /> r r \ \ <br /> SANDY \ <br /> \♦\♦\♦\\♦ SM Silty sand Silty sands sand silt mixtures <br /> SOILS \ ♦ ♦ ♦ ♦ Silty sand with gravel <br /> f a sand f S C Clayey Y Clayey sands sand-clay mixtures <br /> Clayey sand with gravel <br />' ♦♦\♦\♦♦\• <br /> ♦��♦♦\♦♦\ Silt Silt with sand Silt with silts and very gravel g <br /> fine <br /> ♦\�\\\\\ sands rock flour silty or <br /> SILTS \\\\\\\♦� ML Sandy silt Sandy sift with gravel tY <br /> \♦•\\♦♦\• <br /> ♦♦\\♦♦♦♦\ Gravelly st Gravelly silt with sand clayey fine sands or clayey <br /> Y <br /> AND ♦\\♦\\\\\ silts with slight ptasticitv <br /> Lean day Lean day with sand Lean clay with gravel Inorganic days of low to medium <br /> FINE CLAYSC L Sandy lean clay Sandy lean clay with gravel plasticity gravelly days sandy <br /> Gravelly lean clay Gravelly lean day with sand clays silty clays lean clays <br /> GRAINED <br /> Elastic silt Elastic silt with sand Elastic silt with ave <br />' ELASTIC t�tw��t� gr Inorganic silts micaceous or <br /> SOILS Sand elastic silt Sand elastic silt with rave! <br /> MH Y Y g diatamaceous fine sandy or silty <br /> SILTS Gravelly elastic silt Gravelly elastic silt with sand soils elastic silts <br /> AND Fat clay Fat day with sand Fat clay with gravel <br /> Sandy fat clay Sandy fat clay with gravel Inorganic days of high plasticity <br /> CLAYS C H Gravelly fat clay Gravelly fat clay with sand fat clays <br /> Organic soil Organic soil with sand Organic soil with gravel Organic silts and organic silt <br /> OL/OH Sandy organic soil Sandy organic soil with gravel clays of low plasticity <br /> Gravelly organic soil Gravelly orgaiuc 6011 with sand Organic days of medium to high <br /> HIGHLY plasticity <br /> ORGANIC SOILS <br /> Pt Peat Peat and other highly organic <br /> soils <br /> WELL CONSTRUCTION EXPLANTION SOIL BORING NOTES SANDS &GRAVELS BLOWS/FT SILTS do CLAYS BLOWS/FT <br /> Blank well casing Blow count represents the number of blows of a <br /> Neat cement or 140-lb hammer falling 30 inches per blow required VERY LOOSE 0 5 SOFT 0 - 5 <br /> sand slurry seal to dive a sampler through the Inst 12 orches of an LOOSE 5 12 FIRM 5 - 10 <br /> lfrinch penetration. <br /> Bentonite sealMED DENSE 12 37 STIFF 10 - 20 <br /> of in <br /> warranty is provided n s the continuity DENSE 37 - 62 VERY STIFF 20 - 40 <br /> of soil strata between borings Logs represent <br /> the sod section observed at the boring location VERY DENSE OVER 62 HARD OVER 40 <br /> Well sancipack an the date of drilling only <br /> S-Sampler sank into medium under the weight of _ <br /> the hammer(no blow count) = Approximate stabilized water level <br /> Well screen P-Sampler was pushed into medium by drilling ng <br /> (no blow count) Approximate first encountered water level <br /> NR - No Recovery <br /> SOIL BORING LOG <br /> C L EARW ATE R AND APPENDIX C <br /> Group, Inc. WELL CONSTRUCTION DIAGRAM PLATE <br /> LEGEND C-1 <br /> r <br />