SHI Builders West Orange NJ Prelim GI SWM Report 1

UNIFIED SOIL CLASSIFICATION SYSTEM - ASTM D2488 GROUP LETTER MAJOR DIVISION ‘SyMiBOL. | SYMBOL, GROUP NAME craverwry [Bg ow Well-graded GRAVEL * 5% FINES on Qe-co(Y GP Poorly graded GRAVEL Ae AND: Mr Ls ig) cwcm Well-graded GRAVEL with silt SOILS MORETHAN | GRAVELWTH [°@*, Gw.cc Well-graded GRAVEL with clay 50% OF BETWEEN 5% Z FeeOReE, | ANDISHFINES LOT ty GP-cM Poorly graded GRAVEL with silt RETAINED ON q NO. 4 SIEVE fay GP-GC Poorly graded GRAVEL with clay = crave.wrn POPeeC] SM Silty GRAVEL oe > 18% FINES BANE Gc Clayey GRAVEL CONTAINS eo MORE THAN 50% FINES Scans: Poorly graded SAND SAND AND Well-graded SAND with silt SANDY SOILS. MORE: THAN GANDIWTH Well-graded SAND with clay COARSE BETWEEN 5% FRACTION | AND 15% FINES Poorly graded SAND with silt PASSING ON NO. 4 SIEVE Poorly graded SAND with clay SAND ‘SAND WITH saa 2 15% FINES Clayey SAND Inorganic SILT with low plasticity LESS HAN 0 Lean inorganic CLAY with low plasticity FINE GRAINED sit Organic SILT with low plasticity CONTAINS au MORE THAN CLAY Elastic inorganic SILT with moderate to high plasticity 50% FINES LIQUID LIMIT SREATER Fat inorganic CLAY with moderate to high plasticity Organic SILT or CLAY with moderate to high plasticity HIGHLY ORGANIC SOILS PEAT soils with high organic contents NOTES: 1) Sample descriptions are based on visual field and laboratory observations using classification methods of ASTM D2488. Where laboratory data are available, classifications are in accordance with ASTM D2487. 2) Solid lines between soil descriptions indicate change in interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. 3) Fines are material passing the U.S. Std. #200 Sieve.