Characterization, Cleanup, and Revitalization of Mining Sites
Treatment Technologies for Mining-Influenced Water Profile
Technology: Successive alkalinity producing system (SAPS)
- Report
- Final Danny T Adit Treatability Study Year 1 Technical Memorandum, Barker-Hughesville Mining District Superfund Site Cascade and Judith Basin Counties, Montana
Source or source contact: https://semspub.epa.gov/work/08/1817984.pdf
Publication Date: 3/5/2014
Document Type: PDF
Author: CDM Smith (CDM Federal Programs Corporation)
Prepared for: U.S. EPA Region 8
Site Identifiers
| Site Name: | BARKER HUGHESVILLE MINING DISTRICT |
| EPA CERCLA ID: | MT6122307485 |
| Parent Name (if applicable): | N/A |
Miscellaneous Study Information
| Operable Unit (OU): | N/A |
| Sample Site ID: | SAPS |
| Site Status: | Data not provided |
| Technology Tested: | Successive alkalinity producing system (SAPS) pre-treatment |
| Technology Type: | Passive |
| Technology Name: | Successive alkalinity producing system (SAPS) |
| Pre-treatment or No Pre-treatment: | Pre-treatment |
| Source of MIW: | Danny T adit water |
| Treatment Train? (Y/N): | Y |
| Specific Component for Performance Data: | Pre-treatment |
| Technology Requirements: | Batteries used to run metering pump, slurry mixer, and timer switch |
| Geographic conditions/constraints: | Remote central Montana, southeast of Great Falls/no constraints noted |
| Scale: | Pilot |
| Duration of Study: | June - September 2013 |
Data Set #1
Constituent Information
| Constituent: | Acidity |
| Constituent Phase: | Acidity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
820 |
| Associated Effluent/ | 440 |
| % Removal Efficiency (calculated): | 46.34 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.93 |
| DO: | 3.87 mg/L |
| Water Temperature: | 15.19 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4 mV |
| Specific Conductivity: | 1,332 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #2
Constituent Information
| Constituent: | Acidity |
| Constituent Phase: | Acidity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
460 |
| Associated Effluent/ | 320 |
| % Removal Efficiency (calculated): | 30.43 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #3
Constituent Information
| Constituent: | Acidity |
| Constituent Phase: | Acidity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
450 |
| Associated Influent/ | 700 |
| % Removal Efficiency (calculated) | 35.71 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #4
Constituent Information
| Constituent: | Acidity |
| Constituent Phase: | Acidity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
4 U |
| Associated Influent/ | 660 |
| % Removal Efficiency (calculated): | 99.70 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #5
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1 U–1 |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.19–2.41 mg/L |
| Water Temperature: | 21.72–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,267–2,404 µS/cm |
| Other Parameters: | 26–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #6
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.19–6.48 mg/L |
| Water Temperature: | 15.19–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #7
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U–1 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.19–2.41 mg/L |
| Water Temperature: | 21.72–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,267–2,404 µS/cm |
| Other Parameters: | 26–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #8
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.19–6.48 mg/L |
| Water Temperature: | 15.19–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #9
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1 |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = under the detection limit.
Data Set #10
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #11
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = under the detection limit.
Data Set #12
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #13
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
18,900 |
| Associated Effluent/ | 220 |
| % Removal Efficiency (calculated): | 98.84 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #14
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
15,600 |
| Associated Effluent/ | 40 |
| % Removal Efficiency (calculated): | 99.74 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #15
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
12,600 |
| Associated Effluent/ | 154,000 |
| % Removal Efficiency (calculated): | -1122.22 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #16
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
8,710 |
| Associated Effluent/ | 2,020 |
| % Removal Efficiency (calculated): | 76.81 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #17
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
154,000 |
| Associated Influent/ | 12,600 |
| % Removal Efficiency (calculated) | -1122.22 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #18
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
2,550 |
| Associated Influent/ | 12,800 |
| % Removal Efficiency (calculated) | 80.08 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #19
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
220 |
| Associated Influent/ | 18,900 |
| % Removal Efficiency (calculated): | 98.84 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #20
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
40 |
| Associated Influent/ | 15,600 |
| % Removal Efficiency (calculated): | 99.74 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #21
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1 U–750 |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #22
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U–750 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #23
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
750 |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #24
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity mg/L as CaCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #25
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
324 |
| Associated Effluent/ | 56 |
| % Removal Efficiency (calculated): | 82.72 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #26
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
311 |
| Associated Effluent/ | 6 |
| % Removal Efficiency (calculated): | 98.07 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #27
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
150 |
| Associated Effluent/ | 746 |
| % Removal Efficiency (calculated): | -397.33 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #28
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
93 |
| Associated Effluent/ | 52 |
| % Removal Efficiency (calculated): | 44.09 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #29
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
746 |
| Associated Influent/ | 150 |
| % Removal Efficiency (calculated) | -397.33 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #30
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
52 |
| Associated Influent/ | 93 |
| % Removal Efficiency (calculated) | 44.09 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #31
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
56 |
| Associated Influent/ | 324 |
| % Removal Efficiency (calculated): | 82.72 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #32
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
3 |
| Associated Influent/ | 113 |
| % Removal Efficiency (calculated): | 97.35 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #33
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
50 U |
| Associated Effluent/ | 50 U–320 |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,267–2,404 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events. All influent values below the detection limit |
Notes: U = under the detection limit. Effluent is a range for multiple days with influent under the detection limit
Data Set #34
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
50 U |
| Associated Effluent/ | 50 U–300 |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.19–6.48 mg/L |
| Water Temperature: | 15.19–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. Effluent is a range for multiple days with influent under the detection limit
Data Set #35
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
50 U |
| Associated Effluent/ | 50 U–320 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,267–2,404 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit |
Notes: U = under the detection limit. Effluent is a range for multiple days with influent under the detection limit
Data Set #36
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
50 U |
| Associated Effluent/ | 50 U–300 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.19–6.48 mg/L |
| Water Temperature: | 15.19–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | All influent and effluent values below the detection limit |
Notes: U = under the detection limit. Effluent is a range for multiple days with influent under the detection limit
Data Set #37
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
320 |
| Associated Influent/ | 50 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). All influent values below the detection limit |
Notes: U = under the detection limit.
Data Set #38
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
300 |
| Associated Influent/ | 50 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit.
Data Set #39
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
50 U |
| Associated Influent/ | 50 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit |
Notes: U = under the detection limit.
Data Set #40
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
50 U |
| Associated Influent/ | 50 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–5.54 |
| DO: | 1.58–4.14 mg/L |
| Water Temperature: | 13.38–18.68 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 125.7–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | 15.8–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | All influent and effluent values below the detection limit |
Notes: U = under the detection limit.
Data Set #41
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
8 |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | 93.75 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = Under the detection limit
Data Set #42
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
8 |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | 93.75 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.93 |
| DO: | 3.87–6.48 mg/L |
| Water Temperature: | 15.19–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4–490.9 mV |
| Specific Conductivity: | 1,332–2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = Under the detection limit. A range of values reflects multiple days with the same influent value.
Data Set #43
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
5 |
| Associated Effluent/ | 63 |
| % Removal Efficiency (calculated): | -1160.00 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #44
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
6 |
| Associated Effluent/ | 1.0–7.0 |
| % Removal Efficiency (calculated): | (-)16.7 - 83.3 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.19–3.92 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 2,218–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: A range of values is presented to reflect multiple days with the same observation.
Data Set #45
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
63 |
| Associated Influent/ | 5 |
| % Removal Efficiency (calculated) | -1160.00 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #46
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
7 |
| Associated Influent/ | 6 |
| % Removal Efficiency (calculated) | -16.67 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #47
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 8 |
| % Removal Efficiency (calculated): | 93.75 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes: U = under the detection limit
Data Set #48
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 8 |
| % Removal Efficiency (calculated): | 93.75 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit
Data Set #49
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L as HCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1–910 |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #50
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L as HCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1–910 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #51
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L as HCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
910 |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #52
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L as HCO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #53
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
98 |
| Associated Effluent/ | 210 |
| % Removal Efficiency (calculated): | -114.29 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #54
Constituent Information
| Constituent: | BOD |
| Constituent Phase: | Biochemical Oxygen Demand mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #55
Constituent Information
| Constituent: | BOD |
| Constituent Phase: | Biochemical Oxygen Demand mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #56
Constituent Information
| Constituent: | BOD |
| Constituent Phase: | Biochemical Oxygen Demand mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #57
Constituent Information
| Constituent: | BOD |
| Constituent Phase: | Biochemical Oxygen Demand mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #58
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
93 |
| Associated Effluent/ | 233–235 |
| % Removal Efficiency (calculated): | (-)152.7–(-)150.5 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8–2.94 |
| DO: | NA–2.19 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 477.4–492.7 mV |
| Specific Conductivity: | 2,610–3,394 µS/cm |
| Other Parameters: | 26–42.4 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: Range of values reflects more than one day with the same minimum influent.
Data Set #59
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
375 |
| Associated Influent/ | 107 |
| % Removal Efficiency (calculated) | -250.47 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #60
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
371 |
| Associated Influent/ | 108 |
| % Removal Efficiency (calculated) | -243.52 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #61
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
210 |
| Associated Influent/ | 98 |
| % Removal Efficiency (calculated): | -114.29 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #62
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
227 |
| Associated Influent/ | 95 |
| % Removal Efficiency (calculated): | -138.95 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 2.73 mg/L |
| Water Temperature: | 18.68 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 125.7 mV |
| Specific Conductivity: | 1,996 µS/cm |
| Other Parameters: | 30 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #63
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
107 |
| Associated Effluent/ | 375 |
| % Removal Efficiency (calculated): | -250.47 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #64
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
108 |
| Associated Effluent/ | 371 |
| % Removal Efficiency (calculated): | -243.52 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #65
Constituent Information
| Constituent: | Carbonate |
| Constituent Phase: | Carbonate mg/L as CO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #66
Constituent Information
| Constituent: | Carbonate |
| Constituent Phase: | Carbonate mg/L as CO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #67
Constituent Information
| Constituent: | Carbonate |
| Constituent Phase: | Carbonate mg/L as CO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All effluent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #68
Constituent Information
| Constituent: | Carbonate |
| Constituent Phase: | Carbonate mg/L as CO3 |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All effluent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #69
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
293 |
| Associated Effluent/ | 19 |
| % Removal Efficiency (calculated): | 93.52 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #70
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
316 |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | 99.84 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #71
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
150 |
| Associated Effluent/ | 584 |
| % Removal Efficiency (calculated): | -289.33 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #72
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
154 |
| Associated Effluent/ | 100 |
| % Removal Efficiency (calculated): | 35.06 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #73
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
584 |
| Associated Influent/ | 150 |
| % Removal Efficiency (calculated) | -289.33 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #74
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
100 |
| Associated Influent/ | 154 |
| % Removal Efficiency (calculated) | 35.06 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #75
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
19 |
| Associated Influent/ | 293 |
| % Removal Efficiency (calculated): | 93.52 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #76
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 316 |
| % Removal Efficiency (calculated): | 99.84 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #77
Constituent Information
| Constituent: | Chloride |
| Constituent Phase: | Cl mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2 |
| Associated Effluent/ | 27.0 |
| % Removal Efficiency (calculated): | -1250.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,267–2,404 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect more than one day with the same influent.
Data Set #78
Constituent Information
| Constituent: | Chloride |
| Constituent Phase: | Cl mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8–2.94 |
| DO: | NA–3.92 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 477.4–492.7 mV |
| Specific Conductivity: | 2,218–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect more than one day with the same influent.
Data Set #79
Constituent Information
| Constituent: | Chloride |
| Constituent Phase: | Cl mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
27 |
| Associated Influent/ | 2 |
| % Removal Efficiency (calculated) | -1250.00 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #80
Constituent Information
| Constituent: | Chloride |
| Constituent Phase: | Cl mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U–1 |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–5.54 |
| DO: | 1.2–4.14 mg/L |
| Water Temperature: | 13.38–18.68 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 114.3–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect more than one day with the same influent.
Data Set #81
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
56 |
| Associated Effluent/ | 8 |
| % Removal Efficiency (calculated): | 85.71 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #82
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
58 |
| Associated Effluent/ | 5 U |
| % Removal Efficiency (calculated): | 95.69 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #83
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
39 |
| Associated Effluent/ | 38 |
| % Removal Efficiency (calculated): | 2.56 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #84
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
36 |
| Associated Effluent/ | 39 |
| % Removal Efficiency (calculated): | -8.33 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #85
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
38 |
| Associated Influent/ | 39 |
| % Removal Efficiency (calculated) | 2.56 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #86
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
62 |
| Associated Influent/ | 48 |
| % Removal Efficiency (calculated) | -29.17 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.51 |
| DO: | 1.2 mg/L |
| Water Temperature: | 16.76 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 114.3 mV |
| Specific Conductivity: | 2,232 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #87
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
8 |
| Associated Influent/ | 56 |
| % Removal Efficiency (calculated): | 85.71 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Total metals data set is limited to only two sampling events (due to funding limitations). |
Notes:
Data Set #88
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 U |
| Associated Influent/ | 58 |
| % Removal Efficiency (calculated): | 95.69 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #89
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
6 |
| Associated Effluent/ | 5 U |
| % Removal Efficiency (calculated): | 58.33 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #90
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
6 |
| Associated Effluent/ | 5 U |
| % Removal Efficiency (calculated): | 58.33 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.93 |
| DO: | 3.87–6.48 mg/L |
| Water Temperature: | 15.19–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4–490.9 mV |
| Specific Conductivity: | 1,332–2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit. A range of values is presented to reflect multiple days with the same observation.
Data Set #91
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
5 U |
| Associated Effluent/ | 82 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #92
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
5 U |
| Associated Effluent/ | 5 U–6 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–3.92 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 2,218–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.
Data Set #93
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
82 |
| Associated Influent/ | 5 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #94
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
6 |
| Associated Influent/ | 5 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit.
Data Set #95
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 U |
| Associated Influent/ | 6 |
| % Removal Efficiency (calculated): | 58.33 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 114.3 mV |
| Specific Conductivity: | 2,232 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #96
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 U |
| Associated Influent/ | 5 U–6 |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–2.73 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–2,434 µS/cm |
| Other Parameters: | NA–30 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent value.
Data Set #97
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2,040 |
| Associated Effluent/ | 88 |
| % Removal Efficiency (calculated): | 95.69 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #98
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2,160 |
| Associated Effluent/ | 5 U |
| % Removal Efficiency (calculated): | 99.88 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit.
Data Set #99
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1,180 |
| Associated Effluent/ | 10,100 |
| % Removal Efficiency (calculated): | -755.93 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #100
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
924 |
| Associated Effluent/ | 780 |
| % Removal Efficiency (calculated): | 15.58 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #101
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
10,100 |
| Associated Influent/ | 1,180 |
| % Removal Efficiency (calculated) | -755.93 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #102
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
780 |
| Associated Influent/ | 924 |
| % Removal Efficiency (calculated) | 15.58 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #103
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
88 |
| Associated Influent/ | 2,040 |
| % Removal Efficiency (calculated): | 95.69 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #104
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 U |
| Associated Influent/ | 1,130–2,160 |
| % Removal Efficiency (calculated): | 99.8 - 99.9 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22–6.38 |
| DO: | 0.09–1.58 mg/L |
| Water Temperature: | 17.74–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132–(-)157.6 mV |
| Specific Conductivity: | 2,091–2,434 µS/cm |
| Other Parameters: | NA–15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit. A range of values is shown the reflect multiple days with effluent under the detection limit.
Data Set #105
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
179,000 |
| Associated Effluent/ | 4,860 |
| % Removal Efficiency (calculated): | 97.28 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #106
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
180,000 |
| Associated Effluent/ | 2,630 |
| % Removal Efficiency (calculated): | 98.54 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #107
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
129,000 |
| Associated Effluent/ | 669,000 |
| % Removal Efficiency (calculated): | -418.60 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #108
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
112,000 |
| Associated Effluent/ | 107,000 |
| % Removal Efficiency (calculated): | 4.46 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #109
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
669,000 |
| Associated Influent/ | 179,000 |
| % Removal Efficiency (calculated) | -273.74 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #110
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
111,000 |
| Associated Influent/ | 162,000 |
| % Removal Efficiency (calculated) | 31.48 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #111
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
4,860 |
| Associated Influent/ | 179,000 |
| % Removal Efficiency (calculated): | 97.28 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #112
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
2,630 |
| Associated Influent/ | 180,000 |
| % Removal Efficiency (calculated): | 98.54 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #113
Constituent Information
| Constituent: | Fluoride |
| Constituent Phase: | F mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
0.8 |
| Associated Effluent/ | 1.5–1.8 |
| % Removal Efficiency (calculated): | (-)125 - (-)87.5 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8–2.85 |
| DO: | 2.19–2.41 mg/L |
| Water Temperature: | 21.72–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 2,404–3,394 µS/cm |
| Other Parameters: | 26–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect more than one day with the same influent.
Data Set #114
Constituent Information
| Constituent: | Fluoride |
| Constituent Phase: | F mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
0.2 |
| Associated Effluent/ | 1.4 |
| % Removal Efficiency (calculated): | -600.00 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.93 |
| DO: | 3.87 mg/L |
| Water Temperature: | 15.19 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4 mV |
| Specific Conductivity: | 1,332 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #115
Constituent Information
| Constituent: | Fluoride |
| Constituent Phase: | F mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1.9 |
| Associated Influent/ | 0.7 |
| % Removal Efficiency (calculated) | -171.43 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #116
Constituent Information
| Constituent: | Fluoride |
| Constituent Phase: | F mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
0.8 |
| Associated Influent/ | 0.5 |
| % Removal Efficiency (calculated): | -60.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #117
Constituent Information
| Constituent: | Hydroxide |
| Constituent Phase: | Hydroxide mg/L as OH |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #118
Constituent Information
| Constituent: | Hydroxide |
| Constituent Phase: | Hydroxide mg/L as OH |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All effluent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #119
Constituent Information
| Constituent: | Hydroxide |
| Constituent Phase: | Hydroxide mg/L as OH |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11–6.38 |
| DO: | 0.09–4.14 mg/L |
| Water Temperature: | 13.38–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–178.3 mV |
| Specific Conductivity: | 1,996–3,011 µS/cm |
| Other Parameters: | NA–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All effluent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #120
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22–5.54 |
| DO: | 1.58–4.14 mg/L |
| Water Temperature: | 17.27–17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8–135.2 mV |
| Specific Conductivity: | 2,091–3,011 µS/cm |
| Other Parameters: | 15.8–42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.
Data Set #121
Constituent Information
| Constituent: | Hydroxide |
| Constituent Phase: | Hydroxide mg/L as OH |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | NA–6.48 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 1,332–3,394 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | All influent values below the detection limit |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.
Data Set #122
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | 50.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit
Data Set #123
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1 |
| Associated Effluent/ | 1.0–38.0 |
| % Removal Efficiency (calculated): | (-)3700 - 0 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.95 |
| DO: | 3.87–6.48 mg/L |
| Water Temperature: | 15.19–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4–490.9 mV |
| Specific Conductivity: | 1,332–2,610 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect multiple days with the same influent.
Data Set #124
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 38 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #125
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1 U |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8–2.85 |
| DO: | 2.19–2.41 mg/L |
| Water Temperature: | 21.72–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–492.7 mV |
| Specific Conductivity: | 2,404–3,394 µS/cm |
| Other Parameters: | 26–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same influent.
Data Set #126
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
38 |
| Associated Influent/ | 1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #127
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
38 |
| Associated Influent/ | 1 |
| % Removal Efficiency (calculated) | -3700.00 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #128
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 1 |
| % Removal Efficiency (calculated): | 50.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #129
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
24 |
| Associated Effluent/ | 81 |
| % Removal Efficiency (calculated): | -237.50 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #130
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
25 |
| Associated Effluent/ | 28 |
| % Removal Efficiency (calculated): | -12.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.93 |
| DO: | 3.87 mg/L |
| Water Temperature: | 15.19 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4 mV |
| Specific Conductivity: | 1,332 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #131
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
22 |
| Associated Effluent/ | 20 |
| % Removal Efficiency (calculated): | 9.09 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #132
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
20 |
| Associated Effluent/ | 21–22 |
| % Removal Efficiency (calculated): | (-)10 - (-)5 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8–2.94 |
| DO: | NA–2.19 mg/L |
| Water Temperature: | 16.34–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 477.4–492.7 mV |
| Specific Conductivity: | 2,610–3,394 µS/cm |
| Other Parameters: | 26–42.4 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: A range of values is shown to reflect more than one day with the same influent.
Data Set #133
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
81 |
| Associated Influent/ | 24 |
| % Removal Efficiency (calculated) | -237.50 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #134
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
81 |
| Associated Influent/ | 24 |
| % Removal Efficiency (calculated) | -237.50 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #135
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
20 |
| Associated Influent/ | 22 |
| % Removal Efficiency (calculated): | 9.09 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #136
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
21 |
| Associated Influent/ | 20 |
| % Removal Efficiency (calculated): | -5.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #137
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
129,000 |
| Associated Effluent/ | 42,600 |
| % Removal Efficiency (calculated): | 66.98 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #138
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
128,000 |
| Associated Effluent/ | 135,000 |
| % Removal Efficiency (calculated): | -5.47 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.93 |
| DO: | 3.87 mg/L |
| Water Temperature: | 15.19 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4 mV |
| Specific Conductivity: | 1,332 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #139
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
101,000 |
| Associated Effluent/ | 96,300 |
| % Removal Efficiency (calculated): | 4.65 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #140
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
98,400 |
| Associated Effluent/ | 99,000 |
| % Removal Efficiency (calculated): | -0.61 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #141
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
96,300 |
| Associated Influent/ | 101,000 |
| % Removal Efficiency (calculated) | 4.65 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #142
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
135,000 |
| Associated Influent/ | 128,000 |
| % Removal Efficiency (calculated) | -5.47 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.51 |
| DO: | 1.2 mg/L |
| Water Temperature: | 16.76 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 114.3 mV |
| Specific Conductivity: | 2,232 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #143
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
42,600 |
| Associated Influent/ | 129,000 |
| % Removal Efficiency (calculated): | 66.98 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #144
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
42,400 |
| Associated Influent/ | 124,000 |
| % Removal Efficiency (calculated): | 65.81 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.51 |
| DO: | 1.2 mg/L |
| Water Temperature: | 16.76 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 114.3 mV |
| Specific Conductivity: | 2,232 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #145
Constituent Information
| Constituent: | Nitrogen |
| Constituent Phase: | N mg/L, Ammonia as N |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #146
Constituent Information
| Constituent: | Nitrogen |
| Constituent Phase: | N mg/L, Ammonia as N |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #147
Constituent Information
| Constituent: | Nitrogen |
| Constituent Phase: | N mg/L, Ammonia as N |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #148
Constituent Information
| Constituent: | Nitrogen |
| Constituent Phase: | N mg/L, Ammonia as N |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | No influent data. |
Notes:
Data Set #149
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
5 |
| Associated Effluent/ | 5.0–11.0 |
| % Removal Efficiency (calculated): | (-)120 - 0 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,404–2,267 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #150
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
5 |
| Associated Effluent/ | 5 |
| % Removal Efficiency (calculated): | 0.00 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #151
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
11 |
| Associated Influent/ | 5 |
| % Removal Efficiency (calculated) | -120.00 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #152
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
13 |
| Associated Influent/ | 6 |
| % Removal Efficiency (calculated) | -116.67 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #153
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 |
| Associated Influent/ | 5 |
| % Removal Efficiency (calculated): | 0.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #154
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 |
| Associated Influent/ | 5 |
| % Removal Efficiency (calculated): | 0.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes:
Data Set #155
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
5 |
| Associated Effluent/ | 5.0–11.0 |
| % Removal Efficiency (calculated): | (-)120 - 0 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,404–2,267 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect multiple days with the same influent.
Data Set #156
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
7 |
| Associated Effluent/ | 7.0 |
| % Removal Efficiency (calculated): | 0.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.94 |
| DO: | 2.41–3.92 mg/L |
| Water Temperature: | 15.19–21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–482.2 mV |
| Specific Conductivity: | 1,332–2,610 µS/cm |
| Other Parameters: | NA–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect multiple days with the same influent.
Data Set #157
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
39 |
| Associated Effluent/ | 10 |
| % Removal Efficiency (calculated): | 74.36 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #158
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
39 |
| Associated Effluent/ | 5 |
| % Removal Efficiency (calculated): | 87.18 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #159
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
29 |
| Associated Effluent/ | 30 |
| % Removal Efficiency (calculated): | -3.45 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #160
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
28 |
| Associated Effluent/ | 29 |
| % Removal Efficiency (calculated): | -3.57 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #161
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
30 |
| Associated Influent/ | 29 |
| % Removal Efficiency (calculated) | -3.45 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #162
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
42 |
| Associated Influent/ | 34 |
| % Removal Efficiency (calculated) | -23.53 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #163
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
10 |
| Associated Influent/ | 39 |
| % Removal Efficiency (calculated): | 74.36 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #164
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
5 |
| Associated Influent/ | 39 |
| % Removal Efficiency (calculated): | 87.18 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #165
Constituent Information
| Constituent: | Phosphorus |
| Constituent Phase: | P mg/L, Orthophosphate as P |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
0.478 |
| Associated Effluent/ | 0.11 |
| % Removal Efficiency (calculated): | 76.99 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.94 |
| DO: | |
| Water Temperature: | 16.34 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 477.4 mV |
| Specific Conductivity: | 2,610 µS/cm |
| Other Parameters: | 42.4 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #166
Constituent Information
| Constituent: | Phosphorus |
| Constituent Phase: | P mg/L, Orthophosphate as P |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
0.1 U |
| Associated Effluent/ | 10.4 |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #167
Constituent Information
| Constituent: | Phosphorus |
| Constituent Phase: | P mg/L, Orthophosphate as P |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
10.4 |
| Associated Influent/ | 0.1 U |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit.
Data Set #168
Constituent Information
| Constituent: | Phosphorus |
| Constituent Phase: | P mg/L, Orthophosphate as P |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
0.05 |
| Associated Influent/ | 0.13 |
| % Removal Efficiency (calculated): | 61.54 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #169
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
258 |
| Associated Effluent/ | 1,950 |
| % Removal Efficiency (calculated): | -655.81 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #170
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
252 |
| Associated Effluent/ | 1 U |
| % Removal Efficiency (calculated): | 99.80 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit.
Data Set #171
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
255 |
| Associated Effluent/ | 14 |
| % Removal Efficiency (calculated): | 94.51 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #172
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
122 |
| Associated Effluent/ | 184 |
| % Removal Efficiency (calculated): | -50.82 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #173
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1,950 |
| Associated Influent/ | 258 |
| % Removal Efficiency (calculated) | -655.81 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #174
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
184 |
| Associated Influent/ | 122 |
| % Removal Efficiency (calculated) | -50.82 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #175
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
14 |
| Associated Influent/ | 255 |
| % Removal Efficiency (calculated): | 94.51 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #176
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1 U |
| Associated Influent/ | 212–252 |
| % Removal Efficiency (calculated): | 99.8 - 99.8 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.51–6.38 |
| DO: | 0.09–1.2 mg/L |
| Water Temperature: | 16.76–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–114.3 mV |
| Specific Conductivity: | 2,232–2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit. A range of values is shown to reflect more than one day with effluent below the detection limit.
Data Set #177
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate (SO42-) mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2,500 |
| Associated Effluent/ | 1,300 |
| % Removal Efficiency (calculated): | 48.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #178
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate (SO42-) mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1,600 |
| Associated Effluent/ | 600 |
| % Removal Efficiency (calculated): | 62.50 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #179
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate (SO42-) mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
1,700 |
| Associated Influent/ | 2,200 |
| % Removal Efficiency (calculated) | 22.73 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #180
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate (SO42-) mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
600 |
| Associated Influent/ | 1,600 |
| % Removal Efficiency (calculated): | 62.50 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #181
Constituent Information
| Constituent: | Sulfide |
| Constituent Phase: | Sulfide mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #182
Constituent Information
| Constituent: | Sulfide |
| Constituent Phase: | Sulfide mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #183
Constituent Information
| Constituent: | Sulfide |
| Constituent Phase: | Sulfide mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #184
Constituent Information
| Constituent: | Sulfide |
| Constituent Phase: | Sulfide mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | |
| DO: | |
| Water Temperature: | |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | Data not provided |
| Specific Conductivity: | Data not provided |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #185
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
1,860 |
| Associated Effluent/ | 1,950 |
| % Removal Efficiency (calculated): | -4.84 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.93 |
| DO: | 3.87 mg/L |
| Water Temperature: | 15.19 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 476.4 mV |
| Specific Conductivity: | 1,332 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #186
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1,300 |
| Associated Effluent/ | 1,490 |
| % Removal Efficiency (calculated): | -14.62 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #187
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
2,140 |
| Associated Influent/ | 1,840 |
| % Removal Efficiency (calculated) | -16.30 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #188
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
1,490 |
| Associated Influent/ | 1,300 |
| % Removal Efficiency (calculated): | -14.62 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #189
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2.5 |
| Associated Effluent/ | 0.5 U–6.7 |
| % Removal Efficiency (calculated): | 0.00 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,404–2,267 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same influent.
Data Set #190
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
2.3 |
| Associated Effluent/ | 0.5 U |
| % Removal Efficiency (calculated): | 89.13 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: U = under the detection limit.
Data Set #191
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
2.5 |
| Associated Effluent/ | 0.5 U–6.7 |
| % Removal Efficiency (calculated): | (-)168 - 90 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81–2.85 |
| DO: | 2.41–6.48 mg/L |
| Water Temperature: | 21.72–25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6–490.9 mV |
| Specific Conductivity: | 2,404–2,267 µS/cm |
| Other Parameters: | NA–27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes: A range of values is shown to reflect multiple days with the same influent.
Data Set #192
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
1.8 |
| Associated Effluent/ | 1.1–2.4 |
| % Removal Efficiency (calculated): | (-)33.3 - 38.9 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.72–2.8 |
| DO: | 2.19–3.92 mg/L |
| Water Temperature: | 19.47–25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 482.2–492.7 mV |
| Specific Conductivity: | 2,218–3,394 µS/cm |
| Other Parameters: | 26–43.7 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: A range of values is shown to reflect multiple days with the same influent.
Data Set #193
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
6.7 |
| Associated Influent/ | 2.5 |
| % Removal Efficiency (calculated) | -168.00 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #194
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
2.4 |
| Associated Influent/ | 1.8 |
| % Removal Efficiency (calculated) | -33.33 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.54 |
| DO: | 4.14 mg/L |
| Water Temperature: | 17.27 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 135.2 mV |
| Specific Conductivity: | 3,011 µS/cm |
| Other Parameters: | 42.6 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #195
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
0.5 U |
| Associated Influent/ | 2.5 |
| % Removal Efficiency (calculated): | 90.00 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #196
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
0.5 U |
| Associated Influent/ | 2.3–3.2 |
| % Removal Efficiency (calculated): | 89.1 - 92.2 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.51–6.38 |
| DO: | 0.09–1.2 mg/L |
| Water Temperature: | 16.76–21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | (-)157.6–114.3 mV |
| Specific Conductivity: | 2,232–2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes: A range of values is shown to reflect more than one day with effluent below the detection limit.
Data Set #197
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
71,000 |
| Associated Effluent/ | 6,050 |
| % Removal Efficiency (calculated): | 91.48 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #198
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
69,100 |
| Associated Effluent/ | 70 |
| % Removal Efficiency (calculated): | 99.90 |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.81 |
| DO: | 6.48 mg/L |
| Water Temperature: | 25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 490.9 mV |
| Specific Conductivity: | 2,267 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #199
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
45,700 |
| Associated Effluent/ | 69,800 |
| % Removal Efficiency (calculated): | -52.74 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.85 |
| DO: | 2.41 mg/L |
| Water Temperature: | 21.72 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 382.6 mV |
| Specific Conductivity: | 2,404 µS/cm |
| Other Parameters: | 27.1 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #200
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
44,500 |
| Associated Effluent/ | 53,200 |
| % Removal Efficiency (calculated): | -19.55 |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Influent |
| pH: | 2.8 |
| DO: | 2.19 mg/L |
| Water Temperature: | 25.14 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 492.7 mV |
| Specific Conductivity: | 3,394 µS/cm |
| Other Parameters: | 26 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #201
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
69,800 |
| Associated Influent/ | 45,700 |
| % Removal Efficiency (calculated) | -52.74 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.22 |
| DO: | 1.58 mg/L |
| Water Temperature: | 17.74 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 132.8 mV |
| Specific Conductivity: | 2,091 µS/cm |
| Other Parameters: | 15.8 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #202
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
63,200 |
| Associated Influent/ | 53,300 |
| % Removal Efficiency (calculated) | -18.57 |
Min effluent/associated influent
| Min. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated): |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 5.11 |
| DO: | 2.36 mg/L |
| Water Temperature: | 13.38 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 178.3 mV |
| Specific Conductivity: | 2,347 µS/cm |
| Other Parameters: | 22.9 %DO |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
Data Set #203
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
6,050 |
| Associated Influent/ | 71,000 |
| % Removal Efficiency (calculated): | 91.48 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | Data not provided |
| Limitations to data found: | Data not provided |
Notes:
Data Set #204
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved µg/L |
| Reported as Load (Y/N): | N |
Pond Depth: N/A
Max influent/associated effluent
| Max. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Min influent/associated effluent
| Min. Influent/ |
|
| Associated Effluent/ | |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
|
| Associated Influent/ | |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
70 |
| Associated Influent/ | 69,100 |
| % Removal Efficiency (calculated): | 99.90 |
Avg. influent concentration/associated time
| Avg. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Med. influent concentration/associated time
| Med. Influent/ |
Data not provided |
| Avg. Associated Time (Influent/ |
Data not provided |
Avg. effluent concentration/associated time period
| Avg. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Med. effluent concentration/associated time period
| Med. Effluent/ |
Data not provided |
| Avg. Associated Time (Effluent/ |
Data not provided |
Parameters and water chemistry associated with documented concentrations
| Avg Percent Removal (reported): | |
| Influent/Pre/Upgradient or Effluent/ | Effluent |
| pH: | 6.38 |
| DO: | 0.09 mg/L |
| Water Temperature: | 21.97 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | -157.6 mV |
| Specific Conductivity: | 2,434 µS/cm |
| Other Parameters: | None N/A |
Load Information
| Loads Treated: | Data not provided |
| Flows treated: | Data not provided |
| Flow rate: | Data not provided |
Treatment Evaluation
| Were treatment goals met? (Y/N): | Data not provided |
| Performance Metrics: | Data not provided |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Pre-treatment substrate of limestone gravel overlain by a manure and compost layer. |
| Other performance details: | The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness. |
| Limitations to data found: | Total metals data set is limited to only two sampling events. |
Notes:
| °C | degrees Celsius |
| °F | degrees Fahrenheit |
| µg/L | micrograms per liter |
| µmhos/cm | micromhos per centimeter |
| µS/cm | microSiemens per centimeter |
| Ag | Silver |
| Al | Aluminum |
| As | Arsenic |
| AWQC | Ambient Water Quality Criteria |
| B | Boron |
| Ba | Barium |
| BCR | Biochemical Reactor |
| Be | Beryllium |
| BOD | Biochemical Oxygen Demand |
| CaCO3 | Calcium carbonate |
| CERCLA | Comprehensive Environmental Response, Compensation, and Liability Act |
| cfs | cubic feet per second |
| CHIT | Chitorem® |
| Cl | Chloride |
| Co | Cobalt |
| CO3 | Carbon trioxide |
| COC | Constituent of Concern |
| COD | Chemical Oxygen Demand |
| Cr | Chromium |
| Cu | Copper |
| DOC | Dissolved Organic Carbon |
| EPA | Environmental Protection Agency |
| F | Fluoride |
| FBR | Fluidized Bed Reactor |
| Fe | Iron |
| ft | feet |
| gpm | gallons per minute |
| GW | Groundwater |
| HCO3 | Bicarbonate |
| Hg | Mercury |
| K | Potassium |
| lbs | pounds |
| Mg | Magnesium |
| MG | Million Gallons |
| Mg(OH)2 | Magnesium hydroxide |
| mg/L | milligrams per liter |
| Mn | Manganese |
| Mo | Molybdenum |
| mV | millivolts |
| N | Nitrogen |
| N/A | not applicable |
| Na | Sodium |
| NA | Not available |
| ND | Not detected |
| Ni | Nickel |
| NO3 | Nitrate |
| NO3 + NO2 | Nitrate + Nitrite |
| NR | Not reported |
| NTU | Nephelometric Turbidity Unit |
| OH | Hydroxide |
| OU | Operable Unit |
| P | Phosphorus |
| Pb | Lead |
| PRB | Permeable Reactive Barrier |
| RA | Remedial Action |
| RO | Reverse osmosis |
| SAPS | Successive Alkalinity Producing System |
| Sb | Antimony |
| Se | Selenium |
| SO42- | Sulfate |
| SRB | Sulfate Reducing Bacteria |
| STC | Seep Treatment Cell |
| TDS | Total Dissolved Solids |
| TOC | Total Organic Carbon |
| TSS | Total Suspended Solids |
| U | Uranium |
| UF | Ultra-filtration |
| V | Vanadium |
| VFR | Vertical Flow Reactor |
| Zn | Zinc |
| Label | Description |
|---|---|
| Site Name | Name of the site |
| EPA CERCLA ID | EPA CERCLA ID number |
| Parent Name | If the test was conducted at a 'child' site or an alias, this is the name of the larger associated Superfund site. |
| Operable Unit (OU) | Specific operable unit (OU) of the site if specified |
| Technology Tested | Name of the technology tested |
| Technology Type | The technology type (i.e., active or passive/semi-passive) |
| Source of MIW | Source of the MIW (e.g., adit drainage, groundwater) |
| Treatment Train? (Y/N) | Whether the treatment was a treatment train (i.e., multiple individual technologies) |
| Specific Component for Performance Data | Component for which data are reported |
| Technology Requirements | Requirements of the technology (e.g., electricity, pH > or < X, dissolved oxygen < X, etc.) |
| Geographic conditions/ constraints | Geographic conditions/constraints (e.g., topography, climate) |
| Scale | Scale of the technology (e.g., pilot, or full-scale application) |
| Duration of Study | Length of the study |
| Constituent | Element or ion treated |
| Constituent Phase | Identity - contaminants of concern (COCs) and others having data/information on treatment |
| Unit | Unit of concentration reported in study |
| Max. Influent Concentration | Maximum influent concentration treated |
| Associated Effluent Concentration | Effluent concentration attained for maximum concentration treated |
| Max. Effluent Concentration | Maximum effluent concentration treated |
| Associated Influent Concentration | Influent concentration attained for maximum concentration treated |
| Min. Influent Concentration | Minimum influent concentration treated and |
| Associated Effluent Concentration | Effluent concentration attained for maximum concentration treated |
| Min. Effluent Concentration | Minimum effluent concentration treated and |
| Associated Influent Concentration | Influent concentration attained for maximum concentration treated |
| Avg. Influent Concentration | Average influent concentration treated and associated time |
| Avg. Associated Time (Influent) | Time over which average X was calculated |
| Med. Influent Concentration | Median influent concentration treated and associated time |
| Avg. Associated Time Influent) | Time over which average X was calculated |
| Avg. Effluent Concentration | Average effluent concentration treated and associated time |
| Avg. Associated Time (Effluent) | Time over which average X was calculated |
| Med. Effluent Concentration | Median effluent concentration treated and associated time |
| Avg. Associated Time (Effluent) | Time over which average X was calculated |
| Avg. Percent Removal | Average percent removal |
| Parameters | Parameters associated with the concentrations of other data documented |
| Loads Treated | Mass of constituent per unit flow |
| pH | pH associated with documented concentrations |
| DO | DO associated with documented concentrations |
| Water Temperature | Water temperature associated with documented concentrations |
| Air Temperature | Air temperature associated with documented concentrations |
| ORP | Oxidation-reduction potential associated with documented concentrations |
| Specific Conductivity | Specific conductivity associated with documented concentrations |
| Flows treated | Flows treated |
| Were treatment goals met? (Y/N) | Whether the testing met the treatment goals |
| Performance Metrics | Goals or performance metrics upon which the treatment success was based |
| Limitations/Constraints | Any limitations or constraints noted that contributed to success or failure |
| Longevity Estimates | Estimates of longevity, if provided |
| Lessons Learned | Any reported lessons learned |
| Reported Cost Data | Any reported cost data |
| Other design details | Any other design details provided in the sources cited |
| Other performance details | Any other performance details provided in the sources cited |
| Limitations to the found data | Limitations to the data found (e.g., data in the source only presented as averages, so was unable to report maximum influent treated with corresponding effluent attained) |
| Notes | Any notes |