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I <br /> L' DRIES CORE LABORAT <br /> company GROUND ZERO ANALYSIS Sample S-MW3-25 5 rile Number 57111-95365 <br />' <br /> Pro] * 95-009 Site Normac Date 01-NOV-95 <br /> County State Analysts GC; <br /> Laser Particle Size Analysis <br /> Sand Size Silt Size Clay Size <br /> c m I f of c m i f i of <br />' <br /> 100 10 <br /> + <br /> 90 a <br /> 80 . + Cumulative Weight 8 <br />' —— o—. '-' Frequency <br /> .\° 70 i � Mean Diameter <br /> + - Median Diameter* o\ <br /> tM <br /> 60 I a, *�' •Method o!Moments 6 <br /> I r <br />' v 50 1 a� <br /> Z; � o ri �I I� ' Cr <br /> M 40 <br /> 4 <br /> 30 <br /> 1 II II a + Iil <br />' 20 € — --- 2 <br /> I 41 a +, <br /> 10 -- <br /> ——— 0 <br /> in 00394 00098 0 0025 000061 000015 0000038 00000096 00000024 <br /> mm 1 000 0 250 00625 00156 00039 000098 000024 0000061 <br /> 0 0 2 4 6 8 10 12 14 <br />' Particle Diameter <br /> Particle Size Distribution Sorting Statistics <br />' Diameter Weight % <br /> [US Steve m mm hi [Inc Cum Parameter Moment [Trask] Inman Folk <br /> Coarse 20 00331 084 025 000 000 Mean in 00010 1 00006 i 00005 i 00006 <br /> Sand 25 00280 071 050 000 000 Mean mm 00252 ' 00166 1 00139 { 00154 <br /> 30 00232 059 075 000 000 Mean phi 15 3133 59109 16 1705 1 60213 <br /> I 35 00197 0 50 1 00 000 000 ; 1 <br />' I Medium 40 00165 042 1 25 000 000 Median in 00007 1 00007 1 00007 1 00007 <br /> j Sand 45 00138 035 1 50 000 000 Median mm 1 00189 j 00189 00189 1 00189 <br /> 50 00118 030 1 75 000 000 Median phi $7224 ' 57230 1 57230 57230 <br /> 60 00098 025 200 000 000 1 1 <br />' Fine 70 00083 0 210 225 000 000 Std Deviation in 0 0009 00169 1 00118 00112 <br /> Sand 80 00070 0 177 250 000 000 Std Deviation mm 1 00231 R 04328 1 03024 1 02873 1 <br /> 100 00059 0 149 275 004 004 Std Deviation phi 1 54335 1 1 2081 { 1 7256 1 17994 1 <br /> 120 00049 0 125 300 027 031 <br /> Very Fine 140 00041 0 105 325 069 1 00 Skewness 1 5300 , 1 0295 I 06776 03138 <br /> Sand 170 00035 0 088 350 1 29 229 Kurtosis 1 28680 02381 07913 i 1 1472 <br /> 1 200 00029 0 074 375 216 445 Mode mm 00296 I <br /> 230 00025 0 063 400 321 766 95%Confidence 00206 <br /> Silt 270 00021 0 053 425 428 11 94 Limits mm 00297 1 <br /> 325 00017 0 044 450 528 1722 Variance mm2 00005 { <br /> 400 00015 0 037 475 620 2342 Coef of Variance % 91 99 3 I <br />' 450 00012 0 031 500 693 3035 <br /> 1 500 00010 0 025 532 910 3945 Peraenttles Particle Diameter <br /> 635 00008 0 020 564 848 4793 Twelght *.I linlmm hi <br /> 0 00061 00156 600 864 5657 5 1 00028 1 00717 38014 <br /> 000031 00078 700 1823 7480 10 00022 { 0 0566 4 1432 <br />' <br /> 000015 00039 800 1006 84 86 16 00018 { 004591 4 4450 I <br /> Clay 0000079 00020 900 625 91 11 25 00014 00357 4 867 I <br /> 0000039 000098 100 394 9505 50 00007 00189 1 57230 <br /> 0000019 000049 11 0 258 9763 75 0 0003 1 00077 1 70151 , <br /> 00000094 000024 120 1 56 9919 84 0 0002 00042 1 78961 1 <br /> 00000047 000012 130 073 9992 90 00001 00023 1 87806 ' <br /> 1 <br /> 00000039 000010 133 008 10000 95 0 0000 00010 1 99632 <br /> The analysis opinions or mlerpretabont coots n.d n thio r.opn an ba81d upon oesarveadns and matenal suppasd py"'[Lent lo[*nose o'c'"ye ane ponhpen <br /> In hal uEo rhu repo.has paan mdde Tha mletprol8t,ons m dpinlant expressed.Pre <br />' sent the besr lodgment of c,,,e L�bow h.s Can Lamra[anes..*ever.......no ,sponsimLty and maKea np warranty m nprosanw......press m mm ee as to the Prpducirvay proper Pperanc-or proLtab1.n...of any w+gas teal or <br /> other nnnnal pr[geM wall ar santl in conned pn w wrKn turn report is u,.d or retina <br /> ed uP.n lar any te.wnalsoewr thn repos snan nor w noroduced..cam m tt erhrery thp t The­nen apPl 1&CO1.Lpb.ralp..t <br />