Characterization, Cleanup, and Revitalization of Mining Sites
Treatment Technologies for Mining-Influenced Water Profile
Technology: Pond neutralization
- Report
- White King Pond Neutralization Report, White King/Lucky Lass Mines Site Lakeview, Oregon
Source or source contact: Rebecca C. Feldman, Remedial Project Manager, Feldman.Rebecca.C@epa.gov,
Publication Date: 1/28/1999
Document Type: PDF
Author: Roy F. Weston, Inc.
Prepared for: Kerr-McGee Corporation
Site Identifiers
| Site Name: | FREMONT NATIONAL FOREST/WHITE KING AND LUCKY LASS URANIUM MINES (USDA) |
| EPA CERCLA ID: | OR7122307658 |
| Parent Name (if applicable): | N/A |
Miscellaneous Study Information
| Operable Unit (OU): | N/A |
| Sample Site ID: | Site 4 |
| Site Status: | Post operations |
| Technology Tested: | Application of hydrated lime - pond neutralization |
| Technology Type: | Active |
| Technology Name: | Pond neutralization |
| Pre-treatment or No Pre-treatment: | No pre-treatment |
| Source of MIW: | Open pit uranium mine filled with water (now a pond) |
| Treatment Train? (Y/N): | N |
| Specific Component for Performance Data: | No pre- or post-treatment |
| Technology Requirements: | Slurry was delivered to the pond by means of a revolving spray nozzle mounted on a float. Hydrated lime slurry was pumped from a tanker truck to the spray nozzle and conveyed through 500 feet of floating 3-inch-diameter hose. |
| Geographic conditions/constraints: | White King pond contains approximately 79 million gallons of water and covers 13.4 acres. Maximum water depth is approximately 70 ft; Average water depth is approximately 18 ft. |
| Scale: | Pilot |
| Duration of Study: | Pre-lime application (August 18, 1998) post-lime application (August 19, 1998) |
Data Set #1
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.00012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ag, while post-treatment water chemistry data are presented on the row for dissolved Ag. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0057 mg/L)
Data Set #2
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.00012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ag, while post-treatment water chemistry data are presented on the row for dissolved Ag. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0057 mg/L)
Data Set #3
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.072 |
| Associated Effluent/ | 0.015 |
| % Removal Efficiency (calculated): | 79.17 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 0.036 mg/L EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total As, while post-treatment water chemistry data are presented on the row for dissolved As. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #4
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0232 |
| Associated Effluent/ | 0.0222 |
| % Removal Efficiency (calculated): | 4.31 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ba, while post-treatment water chemistry data are presented on the row for dissolved Ba. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #5
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, Dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0229 |
| Associated Effluent/ | 0.0198 |
| % Removal Efficiency (calculated): | 13.54 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ba, while post-treatment water chemistry data are presented on the row for dissolved Ba. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #6
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, Total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0232 |
| Associated Effluent/ | 0.0226 |
| % Removal Efficiency (calculated): | 2.59 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ba, while post-treatment water chemistry data are presented on the row for dissolved Ba. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #7
Constituent Information
| Constituent: | Barium |
| Constituent Phase: | Ba, Dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0226 |
| Associated Effluent/ | 0.0206 |
| % Removal Efficiency (calculated): | 8.85 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ba, while post-treatment water chemistry data are presented on the row for dissolved Ba. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #8
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.00012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ag, while post-treatment water chemistry data are presented on the row for dissolved Ag. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0057 mg/L)
Data Set #9
Constituent Information
| Constituent: | Silver |
| Constituent Phase: | Ag, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.00012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ag, while post-treatment water chemistry data are presented on the row for dissolved Ag. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0057 mg/L)
Data Set #10
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity to pH 4.5 mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 2.1 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: ND = non-detect (0.46 mg/L). Post-lime water chemistry data are presented on the row below.
Data Set #11
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity to pH 4.5 mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes:
Data Set #12
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity to pH 4.5 mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 1.4 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: ND = non-detect (0.46 mg/L). Post-lime water chemistry data are presented on the row below.
Data Set #13
Constituent Information
| Constituent: | Alkalinity |
| Constituent Phase: | Alkalinity to pH 4.5 mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes:
Data Set #14
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.0011 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cd, while post-treatment water chemistry data are presented on the row for dissolved Cd. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #15
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
4.72 |
| Associated Effluent/ | 4.91 |
| % Removal Efficiency (calculated): | -4.03 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total K, while post-treatment water chemistry data are presented on the row for dissolved K. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #16
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
1.55 |
| Associated Effluent/ | 0.73 |
| % Removal Efficiency (calculated): | 52.90 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N for this sample, report says Al meets PRG overall |
| Performance Metrics: | 0.2 mg/L; EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Al, while post-treatment water chemistry data are presented on the row for dissolved Al. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #17
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
1.50 |
| Associated Effluent/ | 0.09 |
| % Removal Efficiency (calculated): | 94.00 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 0.2 mg/L; EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Al, while post-treatment water chemistry data are presented on the row for dissolved Al. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #18
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
1.60 |
| Associated Effluent/ | 0.78 |
| % Removal Efficiency (calculated): | 51.25 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N for this sample, report says Al meets PRG overall |
| Performance Metrics: | 0.2 mg/L; EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Al, while post-treatment water chemistry data are presented on the row for dissolved Al. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #19
Constituent Information
| Constituent: | Aluminum |
| Constituent Phase: | Al, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
1.52 |
| Associated Effluent/ | 0.066 |
| % Removal Efficiency (calculated): | 95.66 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 0.2 mg/L; EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Al, while post-treatment water chemistry data are presented on the row for dissolved Al. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #20
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.046 |
| Associated Effluent/ | 0.027 |
| % Removal Efficiency (calculated): | 41.30 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | Y |
| Performance Metrics: | 0.036 mg/L EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total As, while post-treatment water chemistry data are presented on the row for dissolved As. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #21
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.032 |
| Associated Effluent/ | 0.012 |
| % Removal Efficiency (calculated): | 62.50 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 0.036 mg/L EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total As, while post-treatment water chemistry data are presented on the row for dissolved As. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #22
Constituent Information
| Constituent: | Arsenic |
| Constituent Phase: | As, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.097 |
| Associated Effluent/ | 0.046 |
| % Removal Efficiency (calculated): | 52.58 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N for this sample, report says As meets PRG overall |
| Performance Metrics: | 0.036 mg/L EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total As, while post-treatment water chemistry data are presented on the row for dissolved As. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #23
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0037 |
| Associated Effluent/ | 0.002 |
| % Removal Efficiency (calculated): | 45.95 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | Y |
| Performance Metrics: | 0.0053 mg/L; lowest observed effects level |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Be, while post-treatment water chemistry data are presented on the row for dissolved Be. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #24
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0037 |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | 77.03 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 0.0053 mg/L; lowest observed effects level |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Be, while post-treatment water chemistry data are presented on the row for dissolved Be. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #25
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0038 |
| Associated Effluent/ | 0.0023 |
| % Removal Efficiency (calculated): | 39.47 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | Y |
| Performance Metrics: | 0.0053 mg/L; lowest observed effects level |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Be, while post-treatment water chemistry data are presented on the row for dissolved Be. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #26
Constituent Information
| Constituent: | Beryllium |
| Constituent Phase: | Be, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0037 |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | 77.03 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 0.0053 mg/L; lowest observed effects level |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Be, while post-treatment water chemistry data are presented on the row for dissolved Be. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #27
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 2.1 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: ND = non-detect. Post-lime water chemistry data are presented on the row below.
Data Set #28
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes:
Data Set #29
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 1.4 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: ND = non-detect. Post-lime water chemistry data are presented on the row below.
Data Set #30
Constituent Information
| Constituent: | Bicarbonate |
| Constituent Phase: | Bicarbonate mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes:
Data Set #31
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
29.7 |
| Associated Effluent/ | 36.6 |
| % Removal Efficiency (calculated): | -23.23 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ca, while post-treatment water chemistry data are presented on the row for dissolved Ca. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #32
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
29 |
| Associated Effluent/ | 35.4 |
| % Removal Efficiency (calculated): | -22.07 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ca, while post-treatment water chemistry data are presented on the row for dissolved Ca. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #33
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
30.8 |
| Associated Effluent/ | 36.9 |
| % Removal Efficiency (calculated): | -19.81 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ca, while post-treatment water chemistry data are presented on the row for dissolved Ca. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #34
Constituent Information
| Constituent: | Calcium |
| Constituent Phase: | Ca, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
29 |
| Associated Effluent/ | 35.5 |
| % Removal Efficiency (calculated): | -22.41 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ca, while post-treatment water chemistry data are presented on the row for dissolved Ca. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #35
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.0011 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cd, while post-treatment water chemistry data are presented on the row for dissolved Cd. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #36
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.0011 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cd, while post-treatment water chemistry data are presented on the row for dissolved Cd. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #37
Constituent Information
| Constituent: | Cadmium |
| Constituent Phase: | Cd, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.0011 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cd, while post-treatment water chemistry data are presented on the row for dissolved Cd. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0017 mg/L)
Data Set #38
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0311 |
| Associated Effluent/ | 0.0252 |
| % Removal Efficiency (calculated): | 18.97 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Co, while post-treatment water chemistry data are presented on the row for dissolved Co. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #39
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.0341 |
| Associated Effluent/ | 0.0253 |
| % Removal Efficiency (calculated): | 25.81 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Co, while post-treatment water chemistry data are presented on the row for dissolved Co. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #40
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0318 |
| Associated Effluent/ | 0.0262 |
| % Removal Efficiency (calculated): | 17.61 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Co, while post-treatment water chemistry data are presented on the row for dissolved Co. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #41
Constituent Information
| Constituent: | Cobalt |
| Constituent Phase: | Co, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.0334 |
| Associated Effluent/ | 0.0263 |
| % Removal Efficiency (calculated): | 21.26 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Co, while post-treatment water chemistry data are presented on the row for dissolved Co. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #42
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.011 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cr, while post-treatment water chemistry data are presented on the row for dissolved Cr. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0054 mg/L)
Data Set #43
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.011 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cr, while post-treatment water chemistry data are presented on the row for dissolved Cr. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0054 mg/L)
Data Set #44
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.011 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cr, while post-treatment water chemistry data are presented on the row for dissolved Cr. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0054 mg/L)
Data Set #45
Constituent Information
| Constituent: | Chromium |
| Constituent Phase: | Cr, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.011 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cr, while post-treatment water chemistry data are presented on the row for dissolved Cr. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0054 mg/L)
Data Set #46
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.012 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cu, while post-treatment water chemistry data are presented on the row for dissolved Cu. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0058 mg/L)
Data Set #47
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.012 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cu, while post-treatment water chemistry data are presented on the row for dissolved Cu. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0058 mg/L)
Data Set #48
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.012 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cu, while post-treatment water chemistry data are presented on the row for dissolved Cu. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0058 mg/L)
Data Set #49
Constituent Information
| Constituent: | Copper |
| Constituent Phase: | Cu, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.012 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Cu, while post-treatment water chemistry data are presented on the row for dissolved Cu. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0058 mg/L)
Data Set #50
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.32 |
| Associated Effluent/ | 0.2 |
| % Removal Efficiency (calculated): | 37.50 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | Y |
| Performance Metrics: | 1 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Fe, while post-treatment water chemistry data are presented on the row for dissolved Fe. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #51
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.3 |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | 73.33 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 1 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Fe, while post-treatment water chemistry data are presented on the row for dissolved Fe. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.16 mg/L)
Data Set #52
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.46 |
| Associated Effluent/ | 0.25 |
| % Removal Efficiency (calculated): | 45.65 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | Y |
| Performance Metrics: | 1 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Fe, while post-treatment water chemistry data are presented on the row for dissolved Fe. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #53
Constituent Information
| Constituent: | Iron |
| Constituent Phase: | Fe, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.38 |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | 78.95 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 1 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Fe, while post-treatment water chemistry data are presented on the row for dissolved Fe. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.16 mg/L)
Data Set #54
Constituent Information
| Constituent: | Mercury |
| Constituent Phase: | Hg, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.000053 |
| Associated Effluent/ | 0.000069 |
| % Removal Efficiency (calculated): | -30.19 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.000012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Hg, while post-treatment water chemistry data are presented on the row for dissolved Hg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #55
Constituent Information
| Constituent: | Mercury |
| Constituent Phase: | Hg, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.000049 |
| Associated Effluent/ | 0.000042 |
| % Removal Efficiency (calculated): | 14.29 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.000012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Hg, while post-treatment water chemistry data are presented on the row for dissolved Hg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #56
Constituent Information
| Constituent: | Mercury |
| Constituent Phase: | Hg, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.000109 |
| Associated Effluent/ | 0.000042 |
| % Removal Efficiency (calculated): | 61.47 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.000012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Hg, while post-treatment water chemistry data are presented on the row for dissolved Hg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #57
Constituent Information
| Constituent: | Mercury |
| Constituent Phase: | Hg, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.000092 |
| Associated Effluent/ | 0.000063 |
| % Removal Efficiency (calculated): | 31.52 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.000012 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Hg, while post-treatment water chemistry data are presented on the row for dissolved Hg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #58
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
4.69 |
| Associated Effluent/ | 4.88 |
| % Removal Efficiency (calculated): | -4.05 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total K, while post-treatment water chemistry data are presented on the row for dissolved K. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #59
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
4.64 |
| Associated Effluent/ | 4.67 |
| % Removal Efficiency (calculated): | -0.65 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total K, while post-treatment water chemistry data are presented on the row for dissolved K. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #60
Constituent Information
| Constituent: | Potassium |
| Constituent Phase: | K, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
4.61 |
| Associated Effluent/ | 4.7 |
| % Removal Efficiency (calculated): | -1.95 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total K, while post-treatment water chemistry data are presented on the row for dissolved K. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #61
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
7.86 |
| Associated Effluent/ | 7.87 |
| % Removal Efficiency (calculated): | -0.13 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mg, while post-treatment water chemistry data are presented on the row for dissolved Mg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #62
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
7.69 |
| Associated Effluent/ | 7.8 |
| % Removal Efficiency (calculated): | -1.43 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mg, while post-treatment water chemistry data are presented on the row for dissolved Mg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #63
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
7.94 |
| Associated Effluent/ | 7.99 |
| % Removal Efficiency (calculated): | -0.63 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mg, while post-treatment water chemistry data are presented on the row for dissolved Mg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #64
Constituent Information
| Constituent: | Magnesium |
| Constituent Phase: | Mg, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
7.72 |
| Associated Effluent/ | 7.7 |
| % Removal Efficiency (calculated): | 0.26 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mg, while post-treatment water chemistry data are presented on the row for dissolved Mg. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #65
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.685 |
| Associated Effluent/ | 0.607 |
| % Removal Efficiency (calculated): | 11.39 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mn, while post-treatment water chemistry data are presented on the row for dissolved Mn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #66
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.677 |
| Associated Effluent/ | 0.571 |
| % Removal Efficiency (calculated): | 15.66 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mn, while post-treatment water chemistry data are presented on the row for dissolved Mn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #67
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.695 |
| Associated Effluent/ | 0.628 |
| % Removal Efficiency (calculated): | 9.64 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mn, while post-treatment water chemistry data are presented on the row for dissolved Mn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #68
Constituent Information
| Constituent: | Manganese |
| Constituent Phase: | Mn, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.681 |
| Associated Effluent/ | 0.596 |
| % Removal Efficiency (calculated): | 12.48 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Mn, while post-treatment water chemistry data are presented on the row for dissolved Mn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #69
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
11.7 |
| Associated Effluent/ | 12.1 |
| % Removal Efficiency (calculated): | -3.42 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Na, while post-treatment water chemistry data are presented on the row for dissolved Na. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #70
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
11.5 |
| Associated Effluent/ | 11.7 |
| % Removal Efficiency (calculated): | -1.74 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Na, while post-treatment water chemistry data are presented on the row for dissolved Na. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #71
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
11.8 |
| Associated Effluent/ | 12.2 |
| % Removal Efficiency (calculated): | -3.39 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Na, while post-treatment water chemistry data are presented on the row for dissolved Na. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #72
Constituent Information
| Constituent: | Sodium |
| Constituent Phase: | Na, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
11.5 |
| Associated Effluent/ | 11.8 |
| % Removal Efficiency (calculated): | -2.61 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Na, while post-treatment water chemistry data are presented on the row for dissolved Na. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #73
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.063 |
| Associated Effluent/ | 0.051 |
| % Removal Efficiency (calculated): | 19.05 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | Y |
| Performance Metrics: | 0.16 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ni, while post-treatment water chemistry data are presented on the row for dissolved Ni. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #74
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total sulfate, while post-treatment water chemistry data are presented on the row for dissolved sulfate. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #75
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
285 |
| Associated Effluent/ | 296 |
| % Removal Efficiency (calculated): | -3.86 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #76
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #77
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
299 |
| Associated Effluent/ | 337 |
| % Removal Efficiency (calculated): | -12.71 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #78
Constituent Information
| Constituent: | Total Dissolved Solids |
| Constituent Phase: | TDS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #79
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.04 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Tl, while post-treatment water chemistry data are presented on the row for dissolved Tl. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0097 mg/L)
Data Set #80
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.062 |
| Associated Effluent/ | 0.0444 |
| % Removal Efficiency (calculated): | 28.39 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 0.16 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ni, while post-treatment water chemistry data are presented on the row for dissolved Ni. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #81
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.064 |
| Associated Effluent/ | 0.053 |
| % Removal Efficiency (calculated): | 17.19 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | Y |
| Performance Metrics: | 0.16 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ni, while post-treatment water chemistry data are presented on the row for dissolved Ni. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #82
Constituent Information
| Constituent: | Nickel |
| Constituent Phase: | Ni, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.061 |
| Associated Effluent/ | 0.0455 |
| % Removal Efficiency (calculated): | 25.41 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 0.16 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Ni, while post-treatment water chemistry data are presented on the row for dissolved Ni. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #83
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.0032 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Pb, while post-treatment water chemistry data are presented on the row for dissolved Pb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0065 mg/L)
Data Set #84
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.0032 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Pb, while post-treatment water chemistry data are presented on the row for dissolved Pb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0065 mg/L)
Data Set #85
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.0032 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Pb, while post-treatment water chemistry data are presented on the row for dissolved Pb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0065 mg/L)
Data Set #86
Constituent Information
| Constituent: | Lead |
| Constituent Phase: | Pb, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.0032 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Pre-treatment water chemistry data are presented on the row for total Pb, while post-treatment water chemistry data are presented on the row for dissolved Pb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0065 mg/L)
Data Set #87
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
4.5 |
| Associated Effluent/ | 8.34 |
| % Removal Efficiency (calculated): | -85.33 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N, individual sample meets goal, but longer term average (after fully mixing) does not |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #88
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N, individual sample meets goal, but longer term average (after fully mixing) does not |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes:
Data Set #89
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
4.35 |
| Associated Effluent/ | 7.11 |
| % Removal Efficiency (calculated): | -63.45 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N, individual sample meets goal, but longer term average (after fully mixing) does not |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #90
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N, individual sample meets goal, but longer term average (after fully mixing) does not |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | The pH value immediately after application showed it met criteria, but after subsequent mixing, pH was overall too low. |
Notes: Unclear why pH values from Table B-2 and Table 2-1 do not match for post-treatment at 50 ft
Data Set #91
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 60
Max influent/associated effluent
| Max. Influent/ |
4.19 |
| Associated Effluent/ | 6.1 |
| % Removal Efficiency (calculated): | -45.58 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (Sept 13, 1998) |
| pH: | 4.19 |
| DO: | 4.29 mg/L |
| Water Temperature: | 15.93 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 466 mV |
| Specific Conductivity: | 528 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): | N |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #92
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 60
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (Nov 19, 1998) |
| pH: | 6.1 |
| DO: | 10.51 mg/L |
| Water Temperature: | 3.96 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 355 mV |
| Specific Conductivity: | 340 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): | N |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #93
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 66.7
Max influent/associated effluent
| Max. Influent/ |
4.21 |
| Associated Effluent/ | 5.84 |
| % Removal Efficiency (calculated): | -38.72 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (Sept 13, 1998) |
| pH: | 4.21 |
| DO: | 0.20 mg/L |
| Water Temperature: | 14.79 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 423 mV |
| Specific Conductivity: | 798 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): | N |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Post-lime water chemistry data are presented on the row below.
Data Set #94
Constituent Information
| Constituent: | pH |
| Constituent Phase: | pH |
| Reported as Load (Y/N): | N |
Pond Depth: 67.3
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (Nov 19, 1998) |
| pH: | 5.84 |
| DO: | 10.48 mg/L |
| Water Temperature: | 3.96 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 302 mV |
| Specific Conductivity: | 339 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): | N |
| Performance Metrics: | 6.5 - 9 EPA Preliminary Remediation Goal (PRG) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #95
Constituent Information
| Constituent: | Antimony |
| Constituent Phase: | Sb, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 1.6 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Sb, while post-treatment water chemistry data are presented on the row for dissolved Sb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.25 mg/L)
Data Set #96
Constituent Information
| Constituent: | Antimony |
| Constituent Phase: | Sb, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 1.6 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Sb, while post-treatment water chemistry data are presented on the row for dissolved Sb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.25 mg/L)
Data Set #97
Constituent Information
| Constituent: | Antimony |
| Constituent Phase: | Sb, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 1.6 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Sb, while post-treatment water chemistry data are presented on the row for dissolved Sb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.25 mg/L)
Data Set #98
Constituent Information
| Constituent: | Antimony |
| Constituent Phase: | Sb, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 1.6 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Sb, while post-treatment water chemistry data are presented on the row for dissolved Sb. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.25 mg/L)
Data Set #99
Constituent Information
| Constituent: | Selenium |
| Constituent Phase: | Se, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | N/A |
| Performance Metrics: | 0.035 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Se, while post-treatment water chemistry data are presented on the row for dissolved Se. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0059 mg/L)
Data Set #100
Constituent Information
| Constituent: | Selenium |
| Constituent Phase: | Se, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.035 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Se, while post-treatment water chemistry data are presented on the row for dissolved Se. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0059 mg/L)
Data Set #101
Constituent Information
| Constituent: | Selenium |
| Constituent Phase: | Se, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.035 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Se, while post-treatment water chemistry data are presented on the row for dissolved Se. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0059 mg/L)
Data Set #102
Constituent Information
| Constituent: | Selenium |
| Constituent Phase: | Se, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.035 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Se, while post-treatment water chemistry data are presented on the row for dissolved Se. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0059 mg/L)
Data Set #103
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
143 |
| Associated Effluent/ | 148 |
| % Removal Efficiency (calculated): | -3.50 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total sulfate, while post-treatment water chemistry data are presented on the row for dissolved sulfate. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #104
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total sulfate, while post-treatment water chemistry data are presented on the row for dissolved sulfate. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #105
Constituent Information
| Constituent: | Sulfate |
| Constituent Phase: | Sulfate, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
147 |
| Associated Effluent/ | 142 |
| % Removal Efficiency (calculated): | 3.40 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total sulfate, while post-treatment water chemistry data are presented on the row for dissolved sulfate. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #106
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | N/A |
| Performance Metrics: | 0.04 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Tl, while post-treatment water chemistry data are presented on the row for dissolved Tl. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0097 mg/L)
Data Set #107
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | N/A |
| Performance Metrics: | 0.04 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Tl, while post-treatment water chemistry data are presented on the row for dissolved Tl. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0097 mg/L)
Data Set #108
Constituent Information
| Constituent: | Thallium |
| Constituent Phase: | Tl, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | N/A |
| Performance Metrics: | 0.04 (hardness dependent criterion - used 100 mg/L); AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Tl, while post-treatment water chemistry data are presented on the row for dissolved Tl. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0097 mg/L)
Data Set #109
Constituent Information
| Constituent: | Total Suspended Solids |
| Constituent Phase: | TSS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 4.4 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: ND = non-detect. Post-lime water chemistry data are presented on the row below.
Data Set #110
Constituent Information
| Constituent: | Total Suspended Solids |
| Constituent Phase: | TSS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #111
Constituent Information
| Constituent: | Total Suspended Solids |
| Constituent Phase: | TSS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | 4.8 |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: ND = non-detect. Post-lime water chemistry data are presented on the row below.
Data Set #112
Constituent Information
| Constituent: | Total Suspended Solids |
| Constituent Phase: | TSS mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
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/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes:
Data Set #113
Constituent Information
| Constituent: | Vanadium |
| Constituent Phase: | V, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total V, while post-treatment water chemistry data are presented on the row for dissolved V. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0028 mg/L)
Data Set #114
Constituent Information
| Constituent: | Vanadium |
| Constituent Phase: | V, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total V, while post-treatment water chemistry data are presented on the row for dissolved V. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0028 mg/L)
Data Set #115
Constituent Information
| Constituent: | Vanadium |
| Constituent Phase: | V, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total V, while post-treatment water chemistry data are presented on the row for dissolved V. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0028 mg/L)
Data Set #116
Constituent Information
| Constituent: | Vanadium |
| Constituent Phase: | V, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
ND |
| Associated Effluent/ | ND |
| % Removal Efficiency (calculated): | Not Applicable |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total V, while post-treatment water chemistry data are presented on the row for dissolved V. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations. ND = non-detect (0.0028 mg/L)
Data Set #117
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.098 |
| Associated Effluent/ | 0.069 |
| % Removal Efficiency (calculated): | 29.59 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.5 |
| DO: | 7.06 mg/L |
| Water Temperature: | 20.91 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 513 mV |
| Specific Conductivity: | 397 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): | Y |
| Performance Metrics: | 0.11 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Zn, while post-treatment water chemistry data are presented on the row for dissolved Zn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #118
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 30
Max influent/associated effluent
| Max. Influent/ |
0.101 |
| Associated Effluent/ | 0.035 |
| % Removal Efficiency (calculated): | 65.35 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 8.34 |
| DO: | 7.04 mg/L |
| Water Temperature: | 20.73 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 379 mV |
| Specific Conductivity: | 412 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): | Y |
| Performance Metrics: | 0.11 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Zn, while post-treatment water chemistry data are presented on the row for dissolved Zn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #119
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, total mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.132 |
| Associated Effluent/ | 0.088 |
| % Removal Efficiency (calculated): | 33.33 |
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/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) | Not Applicable |
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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Pre-lime (August 18, 1998) |
| pH: | 4.35 |
| DO: | 6.94 mg/L |
| Water Temperature: | 20.41 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 518 mV |
| Specific Conductivity: | 419 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): | Y |
| Performance Metrics: | 0.11 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Zn, while post-treatment water chemistry data are presented on the row for dissolved Zn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
Data Set #120
Constituent Information
| Constituent: | Zinc |
| Constituent Phase: | Zn, dissolved mg/L |
| Reported as Load (Y/N): | N |
Pond Depth: 50
Max influent/associated effluent
| Max. Influent/ |
0.106 |
| Associated Effluent/ | 0.062 |
| % Removal Efficiency (calculated): | 41.51 |
Min influent/associated effluent
| Min. Influent/ |
Data not provided |
| Associated Effluent/ | Data not provided |
| % Removal Efficiency (calculated): |
Max effluent/associated influent
| Max. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % Removal Efficiency (calculated) |
Min effluent/associated influent
| Min. Effluent/ |
Data not provided |
| Associated Influent/ | Data not provided |
| % 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): | Data not provided |
| Influent/Pre/Upgradient or Effluent/ | Post-lime (August 19, 1998) |
| pH: | 7.09 |
| DO: | 7.00 mg/L |
| Water Temperature: | 20.25 °C |
| Air Temperature: | Data not provided |
| Eh: | Data not provided |
| ORP: | 326 mV |
| Specific Conductivity: | 415 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): | Y |
| Performance Metrics: | 0.11 AWQC Freshwater Chronic (OAR 340-41 water quality criteria) |
| Limitations/Constraints: | Data not provided |
| Longevity Estimates: | Data not provided |
| Lessons Learned: | Data not provided |
| Reported Cost Data: | Data not provided |
| Other design details: | Data not provided |
| Other performance details: | Additional lime application was needed to treat deepest part of the lake, which was not well mixed with rest of lake |
| Limitations to data found: | Data not provided |
Notes: Pre-treatment water chemistry data are presented on the row for total Zn, while post-treatment water chemistry data are presented on the row for dissolved Zn. The pre and post-treatment water chemistry data apply to both total and dissolved concentrations.
| °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 |