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− | <font size=3>'''Chemical properties of water treatment residuals'''.</font size><br> | + | <font size=3>'''Chemical properties of water treatment residuals'''. Values are medians for all data collected from the literature.</font size><br> |
Link to this [[Chemical properties of water treatment residuals|table]] | Link to this [[Chemical properties of water treatment residuals|table]] | ||
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<th rowspan=2>Chemical</th> | <th rowspan=2>Chemical</th> | ||
<th colspan=2>Type of water treatment residual</th> | <th colspan=2>Type of water treatment residual</th> | ||
− | <th rowspan=2>Soil Reference Value (mg/kg)</th> | + | <th rowspan=2>Tier 2 Soil Reference Value (mg/kg)</th> |
<th rowspan=2>Soil Leaching Value (mg/kg)</th> | <th rowspan=2>Soil Leaching Value (mg/kg)</th> | ||
</tr> | </tr> | ||
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<td>Ammonia</td> | <td>Ammonia</td> | ||
<td></td> | <td></td> | ||
+ | <td>nd</td> | ||
<td></td> | <td></td> | ||
− | |||
<td></td> | <td></td> | ||
</tr> | </tr> | ||
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<td>1</td> | <td>1</td> | ||
<td>100</td> | <td>100</td> | ||
− | <td> | + | <td>10.8</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Arsenic</td> | <td>Arsenic</td> | ||
− | <td>35</td> | + | <td>'''35'''</td> |
<td>4.3</td> | <td>4.3</td> | ||
− | <td></td> | + | <td>20</td> |
− | <td> | + | <td>11.6</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>30.3</td> | <td>30.3</td> | ||
<td>18000</td> | <td>18000</td> | ||
− | <td> | + | <td>3370</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>nd</td> | <td>nd</td> | ||
<td>230</td> | <td>230</td> | ||
− | <td> | + | <td>5.44</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>nd</td> | <td>nd</td> | ||
<td>47000</td> | <td>47000</td> | ||
− | <td> | + | <td>124</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>0.8</td> | <td>0.8</td> | ||
<td>0.2</td> | <td>0.2</td> | ||
− | <td></td> | + | <td>200</td> |
− | <td> | + | <td>17.6</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>1.6</td> | <td>1.6</td> | ||
<td>650</td> | <td>650</td> | ||
− | <td></td> | + | <td>200000</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>2</td> | <td>2</td> | ||
<td>9000</td> | <td>9000</td> | ||
− | <td> | + | <td>1400</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>2.8</td> | <td>2.8</td> | ||
<td>700</td> | <td>700</td> | ||
− | <td> | + | <td>5400</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<tr> | <tr> | ||
<td>Manganese</td> | <td>Manganese</td> | ||
− | <td>1950</td> | + | <td>'''1950'''</td> |
<td>73</td> | <td>73</td> | ||
<td>8100</td> | <td>8100</td> | ||
− | <td> | + | <td>260</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>nd</td> | <td>nd</td> | ||
<td>1.4</td> | <td>1.4</td> | ||
− | <td> | + | <td>6.58</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>0.2</td> | <td>0.2</td> | ||
<td></td> | <td></td> | ||
− | <td> | + | <td>32.2</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>1.6</td> | <td>1.6</td> | ||
<td>2500</td> | <td>2500</td> | ||
− | <td> | + | <td>352</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>1</td> | <td>1</td> | ||
<td>1300</td> | <td>1300</td> | ||
− | <td></td> | + | <td>5.28</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>1</td> | <td>1</td> | ||
<td>1300</td> | <td>1300</td> | ||
− | <td> | + | <td>15.7</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>274</td> | <td>274</td> | ||
<td>100000</td> | <td>100000</td> | ||
− | <td> | + | <td>5620</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Vanadium</td> | <td>Vanadium</td> | ||
− | <td>68</td> | + | <td>'''68'''</td> |
<td>3</td> | <td>3</td> | ||
<td>250</td> | <td>250</td> | ||
− | <td> | + | <td>8</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
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<td>5.4</td> | <td>5.4</td> | ||
<td>75000</td> | <td>75000</td> | ||
− | <td> | + | <td>6010</td> |
</tr> | </tr> | ||
</table> | </table> | ||
− | <font size=1>nd=not detected. Reporting limits were below SRVs and SLVs.</font size> | + | <font size=1>nd=not detected. Reporting limits were below SRVs and SLVs.<br> |
+ | SLV assumes 3 foot separation from groundwater and a media depth of 3 feet.<br> | ||
+ | Numbers in bold exceed one or more of the risk criteria.<br> | ||
+ | References: [https://link.springer.com/article/10.1007/s11270-019-4272-0 Turner et al. 2019]; [https://acsess.onlinelibrary.wiley.com/doi/abs/10.2134/jeq2002.1362 Elliott et al 2002]; Lang, 2009; [https://www.mdpi.com/2073-4441/11/8/1575 Shrestha et al, 2019]; [https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.1088.3550&rep=rep1&type=pdf Elliott et al., 1990]; [https://edis.ifas.ufl.edu/pdffiles/SS/SS51300.pdf 2009]; [https://www.epa.gov/sites/production/files/2015-11/documents/dw-treatment-residuals-mgmt-tech-report-sept-2011.pdf EPA, 2011]; Barr Engineering, 2014; [https://pubmed.ncbi.nlm.nih.gov/25023656/ Wang et al., 2014]</font size> | ||
+ | |||
+ | <noinclude> | ||
+ | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Media, compost, and media amendments]] | ||
+ | </noinclude> |
Chemical properties of water treatment residuals. Values are medians for all data collected from the literature.
Link to this table
Chemical | Type of water treatment residual | Tier 2 Soil Reference Value (mg/kg) | Soil Leaching Value (mg/kg) | |
---|---|---|---|---|
Aluminum and iron | Calcium | |||
Aluminum | 51000 | 2211 | 100000 | |
Ammonia | nd | |||
Antimony | nd | 1 | 100 | 10.8 |
Arsenic | 35 | 4.3 | 20 | 11.6 |
Barium | 205 | 30.3 | 18000 | 3370 |
Beryllium | 1.55 | nd | 230 | 5.44 |
Boron | nd | 47000 | 124 | |
Cadmium | 0.8 | 0.2 | 200 | 17.6 |
Calcium | 16700 | 494367 | ||
Carbon | 172500 | 114000 | ||
Chromium III | 52.5 | 1.6 | 650 | 200000 |
Copper | 48 | 2 | 9000 | 1400 |
Iron | 51000 | 956.5 | 75000 | |
Kjeldahl nitrogen | nd | |||
Lead | 49.5 | 2.8 | 700 | 5400 |
Magnesium | 2300 | 8530 | ||
Manganese | 1950 | 73 | 8100 | 260 |
Mercury | nd | nd | 1.4 | 6.58 |
Molybdenum | 2 | 0.2 | 32.2 | |
Nickel | 32.5 | 1.6 | 2500 | 352 |
Nitrogen | 8350 | 330 | ||
Phosphorus | 2995 | 74 | ||
Potassium | 5550 | 846 | ||
Selenium | nd | 1 | 1300 | 5.28 |
Silver | nd | 1 | 1300 | 15.7 |
Sodium | 855 | 335 | ||
Strontium | 45 | 274 | 100000 | 5620 |
Vanadium | 68 | 3 | 250 | 8 |
Zinc | 183 | 5.4 | 75000 | 6010 |
nd=not detected. Reporting limits were below SRVs and SLVs.
SLV assumes 3 foot separation from groundwater and a media depth of 3 feet.
Numbers in bold exceed one or more of the risk criteria.
References: Turner et al. 2019; Elliott et al 2002; Lang, 2009; Shrestha et al, 2019; Elliott et al., 1990; 2009; EPA, 2011; Barr Engineering, 2014; Wang et al., 2014
This page was last edited on 2 August 2022, at 17:09.