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SIEVE ANALYSIS HYDROMETER ANALYSIS <br /> Sieve Ohenings In Inches U.S. Slnndard Sleves Slze of Panicles In MIIlilnelers <br /> a' A" 3" 1" 1.5" 1' 3l1' In' N' A 9 16 30 50 100 700 .037 ,019 .009 .DO5 .D03 .001 <br /> II)0 - - - - - - - - - - - - - - U <br /> 90- <br /> 80- <br /> 0 80 -- -- - -- ---- - - - 20 <br /> 70 30 <br /> - <br /> v� <br /> p GO- <br /> 50- - - - - - - - - - - --- - AO <br /> -- --- - - - - - - - r <br /> 50 u <br /> W 60 t4 <br /> `ID- --- -- - - - --- P, <br /> 30 _ — - -- - 70 <br /> 20 - - - -- - - - - - - - 80 <br /> IU - -- --- - - - - - -- -- 90 <br /> 500.0 100.0 50.0 10.0 5.0 1.0 .5 .1 .05 .01 ,005 .001 <br /> 1'AII'll CIJ; DIAt,II FI?It IN NI11,1,Ihllsl'P,ItS { <br /> COBBLES TO Carse floe Cunrse Medium 17I11e CLAY plastic)TO SILT(Non-I'lasllc) <br /> DOULDGRS GRAVLL SAND <br /> AL <br /> T -1 <br /> vi'me otrnl DRY <br /> "A1OUK9 SOIL DESCRIPTION <br /> uo. Pnn3 oarmsurrr LIo�rNx9 PL PI LI.IM1ICLAY SOIL GITADIATION ANALYSIS <br /> 1-6 0- 1 SOUTH POND 100 N0, <br /> DRAWNDY: SW <br /> — — E95895 <br /> CIIGCKEDDY;DC PLA'Ili <br /> DATD: 8/8/95 <br />