Laserfiche WebLink
' CGRS, lac. • • <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br />1 <br />1 <br />1 <br />1 <br />much less than those resulting from the SELP testing, which was a more aggressive test. Boron, <br />Fluoride and manganese appeared to be the most leachable analyzes in this test. <br />3.3 "Svothetic Ground Water Leachiag Procedure" (SGLP) <br />Analytical results for the SGLP are presented in Table 4. Water was obtained from the gravel <br />quarry pond immediately adjacent from the proposed study area (Figure 3) and was used as the <br />leaching fluid. This water is considered to be representative of local groundwater quality and was <br />analyzed to determine backgound water quality of the leaching medium. A review of Table 4 <br />shows that the only analytes that were in excess of any standards were boron, manganese, <br />selenium, fluoride, sulfate and nitrite. The water obtained from the quarry had sulfate and Fluoride <br />concentrations of 2,900 and 4 mg/L, respectively. These concentrations are considered high enough <br />to inhibit leaching of these analyzes to the surrounding groundwater regime. <br />3.4 "Svothetic Groundwater Column Leaching Procedure" (SGCLP) <br />The results for the SGCLP are presented in Table 5. A review of Table 5 shows that boron is the <br />most leachable element with fluoride and sulfate being the most prevalent nonmetal constituents in <br />excess of applicable standards. With the exception of aluminum and barium all constituents of <br />concern decreased dramatically with respect to increasing pore volumes. It appears that variations <br />in pH may have had a slight affect on leachability of different coal ash samples. <br />3.5 Overview of Laboratory Data <br />The various testing regimes document hydraulic and leaching characteristics of coal ash. <br />Permeabilities of coal ash varied over three orders of magnitude. The hydraulic conductivity of <br />bottom ash closely approximated recycled concrete and recycled asphalt and is comparable to <br />permeabilities associated with medium and coarse-grained sands. Fly ash samples were three <br />orders of magnitude less permeable than bottom ash and non-ash samples and have permeabilities <br />comparable with silt and clay. <br />In general, the most prevalent elements or compounds detected in the leaching studies coincide with <br />the general composition of coal ash (aluminum, barium, boron, iron and manganese). The intent of <br />SELP study was to determine the maximum leachability of coal ash under different saturated <br />envvonments -namely different pH values. Fluctuations in pH did seem to have an affect on the <br />8 <br />