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1 1 1 1 1 1 HYDROMETER ANALYSIS SIEVE ANALYSIS 435MIN. 60MIN. iBMIN 4MIN. 1MIN ~ ^m w° m "• w w x yr I~~m r r g• 100 BO __ ____ __ _ __ ___ ___ __ ___ 60 __ __ ____ ____ __ __ __ __ ___ ___ ___ __ _ _ __ __ ___ ___ ___ __ __ ___ __ ___ _ _ __ ____ ___ 70 __ ____ __ __ ___ __ __ _ _ ___ __ __ __ __ __ _ __ _ __ __C___ ,V N 60 __ ____ __ __ _ __ ___ , - - - _ _ _ a 50_ __ ____ __ __ ___ ___ _ __ - ___ ___ _ __ - __ __ __ ___ __ ___ _ __ ___ Z _ __ ____ __ __ ___ __ - __ _ __ __ _ ___ __ ___ _ ___ _ -- _ _ W __ __ ____ __ __ _ _ __ _ ___ __ ___ _ _ _ __ _ ___ _ _ ___ __ __ ___ __ __ ___ __ __ _ ___ __ _ _ _ 40 I T --ii ~ __ W f =_ D. 30 _ __ ____ __ ____ __ __ ___ _ __ ___ __ __ ___ __ ___ __ _ _ __ __ _ __ ___ ___ ___ ___ __ ___ _ __ __ __ ___ ___ __ _ __ __ __ ___ _ _ _ _ __ _ __ __ __ __ ~ _ _ ___ _. ~ 20- __ ___ _~_ _ ___ _ __ _ _ _ __ ___ _ ___ __ __ _ - _ ~ _ _ __ _ ~__ __ _ _ __ _ - =L= _ = _ _ _ _ __ __ ___ __ __ ___ _ _ _ __ _ 10 _` _i___ ___ ___ _ _ 1 7 _.I __ _ _ _ _ _-. ~___ _ _ __ _ ___ __ __ __ ___ _ ___ _ _ _ 1 _ ___ _ __ _=~__7___ __ _ __ ___ ___ _ __ ___ __ ___ __ ___ _# _~ ___ 0 _ __ 001 .00 7 00 5 .009 019 0 37 0 74 . 149 .iB ] 5 9 1. 19 2. 36 4 l6 p.5 i 19 .1 36 1 ]6 i 1i ] i0 0 D IA METER OF P ARTI C LE IN MILLIM ETER S J CLAY (PLASTIC)TO SILT (NON-PLASTIC) ___ _ _ SAND GRAVEL ~ COBBLES FMF YFONU CGII iF FWF C0415E GRAVEL: 4S °1o SAND: 48 °!° SILT AND CLAY: 7 LIQUID LIMIT: PLASTICITY INDEX: NP SAMPLE OF : $Ilty GfaVel $ Sand FROM : Tailings Pond Embankment Fill HVDROM ETER ANALYSIS SIEVE ANALYSIS 4JSMIN 60MIN. 10MIN 4MIN 1MIN. ~ ^m eo rn m w r x r~ ~nrr i' r 0^ - - 1 ' tOD _ __ S__ _ __ __ ____ __ _ _ _ _ _ _I ++ __ _ __ _ _ __ _ ~ __ __ _ _ L CC F LJ= I- - - 90 T__~____ __ _ __ ___ __ _ _ ___ ___ __ __ ___ __ = ___ _ ___ _ _ r _.___ _ _ S__~____ _f__~____ _____ ___ __ - __=7_ _ __ _ _ __ __ ___ ___ _____ _____ __ __ ___ ___ __ __ ___ ___ __ ___ __ ___ _ _ ______ . 1 -I - ~17====_____ __ _ 60 T_______ - _______ __ _ _ ___ _____ _ ___ __ ___ _C___ ~ C _J ]0 _ F _ __ ____ = i==a= _ _ ~ __ __ ___ __ _ __ __ __ _ == k~i== -= __ _= j N 60 __ ____ __~__~___ __ _ __ ___ ___ __ ___ ___ __ ___ __ ___ __ ________~ N __ ____ _=h_ ~_ _ _ _ __ ___ + __ __ __ _ _ _-~ _ ___L__- - ~ __________ ___ a 50 +__y_ __ _ __ ___ __ _ __ _ __ _ __ _ _ __ ___ _ _ _ _ _ ___ __ ___ , __ __ _____ -I H W __ ~__ _ _ ~ _ _ _ _ ~ _ _ -_ ~_ _ _ __ _ _ __ _ __ __ _ _ _ ___ __'F--= ]] == -- ___ . k - U 40 __ -__ ~ _ _ _ _ _ _ ___ ___ __ __ ___ __ ___ __ ___ _____ ___ .J- ~ _ -~ ~ ~ r~ _ a 30 _- _ ~_- -~~ -~_-_ -_ _ _ __ - -_ -- - _ ~ __ - = -_ -_-__ 2D -- ---- - - --- -- - - --- --- - - -- -- -- .I~ i a _ ~ C F9 - _~_ __ __ __7__ __ _ __ __ ___ ~ ___ __ __ __ __ _= '~==i==__ ___~ - D --- ---- -- -- --- -- - -- -- - - - - ~ -r~ 001 .007 005 .OOB 019 .037 .0]4 14p iW 5B 119 236 476 95i 191 361 )6.7 1i] i00 DIAMETER OF PARTICLE IN MILLIMETERS SAND G RAVE II -J L CLAY PLASTIC TO SILT NON-PLASTIC 1 1 - ~ - ~ COBBLES iiNE MFpUY COM SF NxE COW6E I GRAVEL: % SAND: °l° SILT AND CLAY: % LIQUID LIMIT: PLASTICITY INDEX:. SAMPLE OF: FROM: HEPWORTH-PAWLAK 298 187 GEOTECHNICAL, INC. GRADATION ANALYSIS FIG. 4