Laserfiche WebLink
-" June,13, 2005 <br /> NOA Project N.j"Uer: E05042A <br /> Fi - <br /> Table 5. <br /> f - Soil Borina Log for P-1. <br /> .Depth Interval(ft) <br /> Soil Type <br /> # ; Unified Soil Classification <br /> 0-3 Daik.Brown,moist,cla with some sand <br /> CL <br /> f Table 6. <br /> _ Soil Bori Lo for P-2, <br /> EDepth Interval ft - <br /> Soil Type <br /> - Unified Soil Classification <br /> --0-3 Medium-brown slightly d <br /> $ Y ry, sandy clay,medium CL <br /> Yrain <br /> Table 7. <br /> - - So -Borin Loc,for P-3. <br /> ,; :Depth Interval(ft) „ <br /> Soil Type Unified Soil Classification <br /> 0-3 Medium brown;moist cla with some sand <br /> - _ CL <br /> - _ Table S. <br /> Soil Borina Lolo,for P-3. <br /> i?epth Interval <br /> Soil Type <br /> Unified Soil Classification <br /> 0-1 Medium brown,moist clay with sand <br /> CL <br /> 1'2.5 Brown moist;medium clayey sand <br /> _:.... <br /> CL <br /> 5-3 - Coar"se sand and Dravel with some cla <br /> I' <br /> _ - - CL <br /> 5.4 :Discussion of Soil Lithology <br /> - A visual inspection of the shallow.soils from on-site <br /> _percolation �peiccolatton-test is the best method to dei prtnuiethe esui abilis some,p�of the soils ftential for or a asfactory <br /> disposal area: Please see the next sectionfor percolation-test results. Generally speaking, coarser <br /> grained.soils have much"greater potential for percolation than fine-grained soils. g <br /> i 6.0 PERCOLATION"TEST INFORMATION <br /> 6.1 Peicolatiot Test Locations <br /> A site.map indicating the locations of <br /> the percolation test hole is included as Plate 1 of this report. <br /> -_ - <br />