Skip to main content
U.S. flag

An official website of the United States government

Dot gov

The .gov means it's official.
Federal government websites often end in .gov or .mil. Before sharing sensitive information, make sure you're on a federal government site.

Https

The site is secure.
The https:// ensures that you are connecting to the official website and that any information you provide is encrypted and transmitted securely.

information

We are making some changes to CLU-IN. If you have any feedback or questions, please contact us.

Share |
Connect | Archived Internet Seminars and Podcasts News Feeds (RSS) TechDirect and Newsletters

Characterization, Cleanup, and Revitalization of Mining Sites

Treatment Technologies for Mining-Influenced Water Profile

Technology: Magnesium hydroxide Mg(OH)2

Report
Final Danny T Adit Treatability Study Year 1 Technical Memorandum, Barker-Hughesville Mining District Superfund Site Cascade and Judith Basin Counties, Montana
Source or source contact: https://semspub.epa.gov/work/08/1817984.pdf
Publication Date: 3/5/2014
Document Type: PDF
Author: CDM Smith (CDM Federal Programs Corporation)
Prepared for: U.S. EPA Region 8

Site Identifiers

Site Name: BARKER HUGHESVILLE MINING DISTRICT
EPA CERCLA ID: MT6122307485
Parent Name (if applicable): N/A

Miscellaneous Study Information

Operable Unit (OU): N/A
Sample Site ID: MGOH
Site Status: Data not provided
Technology Tested: Alkaline Addition pre-treatment - Mg(OH)2
Technology Type: Passive
Technology Name: Magnesium hydroxide Mg(OH)2
Pre-treatment or No Pre-treatment: Pre-treatment
Source of MIW:Danny T adit water
Treatment Train? (Y/N): Y
Specific Component for Performance Data: Pre-treatment
Technology Requirements: Batteries used to run metering pump, slurry mixer, and timer switch
Geographic conditions/constraints: Remote central Montana, southeast of Great Falls/no constraints noted
Scale: Pilot
Duration of Study: June - September 2013

Data Set #1

Constituent Information

Constituent: Acidity
Constituent Phase:Acidity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 820
Associated Effluent/Post/Downgradient Concentration:390
% Removal Efficiency (calculated):52.44

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.93
DO:3.87 mg/L
Water Temperature:15.19 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4 mV
Specific Conductivity:1,332 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #2

Constituent Information

Constituent: Acidity
Constituent Phase:Acidity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 460
Associated Effluent/Post/Downgradient Concentration:4 U
% Removal Efficiency (calculated):99.57

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #3

Constituent Information

Constituent: Acidity
Constituent Phase:Acidity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 700
Associated Influent/Pre/Upgradient Concentration700
% Removal Efficiency (calculated)0.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #4

Constituent Information

Constituent: Acidity
Constituent Phase:Acidity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:4 U 4 U
Associated Influent/Pre/Upgradient Concentration: 460
% Removal Efficiency (calculated): 99.57

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #5

Constituent Information

Constituent: Silver
Constituent Phase:Ag, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.19–2.41 mg/L
Water Temperature:21.72–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:26–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #6

Constituent Information

Constituent: Silver
Constituent Phase:Ag, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #7

Constituent Information

Constituent: Silver
Constituent Phase:Ag, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.19–2.41 mg/L
Water Temperature:21.72–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:26–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #8

Constituent Information

Constituent: Silver
Constituent Phase:Ag, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #9

Constituent Information

Constituent: Silver
Constituent Phase:Ag, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1 U
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #10

Constituent Information

Constituent: Silver
Constituent Phase:Ag, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1 U
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #11

Constituent Information

Constituent: Silver
Constituent Phase:Ag, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #12

Constituent Information

Constituent: Silver
Constituent Phase:Ag, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #13

Constituent Information

Constituent: Alkalinity
Constituent Phase:Alkalinity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 13
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #14

Constituent Information

Constituent: Alkalinity
Constituent Phase:Alkalinity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–4.63
DO:2.48–3.95 mg/L
Water Temperature:14.54–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–2,186 µS/cm
Other Parameters:NA–34.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect more than one day with the same effluent.

Data Set #15

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 18,900
Associated Effluent/Post/Downgradient Concentration:1,560
% Removal Efficiency (calculated):91.75

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #16

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 15,600
Associated Effluent/Post/Downgradient Concentration:870
% Removal Efficiency (calculated):94.42

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #17

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 12,600
Associated Effluent/Post/Downgradient Concentration:3,410
% Removal Efficiency (calculated):72.94

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #18

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 8,710
Associated Effluent/Post/Downgradient Concentration:180
% Removal Efficiency (calculated):97.93

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #19

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 3,410
Associated Influent/Pre/Upgradient Concentration12,600
% Removal Efficiency (calculated)72.94

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #20

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 12,800
Associated Influent/Pre/Upgradient Concentration12,800
% Removal Efficiency (calculated)0.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #21

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1,560 1,560
Associated Influent/Pre/Upgradient Concentration: 18,900
% Removal Efficiency (calculated): 91.75

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #22

Constituent Information

Constituent: Aluminum
Constituent Phase:Al, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:180 180
Associated Influent/Pre/Upgradient Concentration: 8,710
% Removal Efficiency (calculated): 97.93

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #23

Constituent Information

Constituent: Alkalinity
Constituent Phase:Alkalinity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U–13
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #24

Constituent Information

Constituent: Alkalinity
Constituent Phase:Alkalinity mg/L as CaCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U–13
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #25

Constituent Information

Constituent: Arsenic
Constituent Phase:As, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 150
Associated Effluent/Post/Downgradient Concentration:34
% Removal Efficiency (calculated):77.33

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #26

Constituent Information

Constituent: Arsenic
Constituent Phase:As, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 93
Associated Effluent/Post/Downgradient Concentration:12
% Removal Efficiency (calculated):87.10

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Y
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #27

Constituent Information

Constituent: Arsenic
Constituent Phase:As, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 34
Associated Influent/Pre/Upgradient Concentration324
% Removal Efficiency (calculated)89.51

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: pH etc. is a range for multiple effluent observations with the same value.

Data Set #28

Constituent Information

Constituent: Arsenic
Constituent Phase:As, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 152
Associated Influent/Pre/Upgradient Concentration210
% Removal Efficiency (calculated)27.62

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Y
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #29

Constituent Information

Constituent: Arsenic
Constituent Phase:As, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:34 34
Associated Influent/Pre/Upgradient Concentration: 150
% Removal Efficiency (calculated): 77.33

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: pH etc. is a range for multiple effluent observations with the same value.

Data Set #30

Constituent Information

Constituent: Arsenic
Constituent Phase:As, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 113
% Removal Efficiency (calculated): 99.56

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Y
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit

Data Set #31

Constituent Information

Constituent: Arsenic
Constituent Phase:As, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 324
Associated Effluent/Post/Downgradient Concentration:34
% Removal Efficiency (calculated):89.51

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #32

Constituent Information

Constituent: Arsenic
Constituent Phase:As, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 311
Associated Effluent/Post/Downgradient Concentration:7
% Removal Efficiency (calculated):97.75

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Y
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #33

Constituent Information

Constituent: Barium
Constituent Phase:Ba, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 50 U
Associated Effluent/Post/Downgradient Concentration:50 U–50 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit

Notes: U = under the detection limit. Influent is a range to reflect multiple days with the same observations (U).

Data Set #34

Constituent Information

Constituent: Barium
Constituent Phase:Ba, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 50 U
Associated Effluent/Post/Downgradient Concentration:50 U–50 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:All influent and effluent values below the detection limit

Notes: U = under the detection limit. Influent is a range to reflect multiple days with the same observations (U).

Data Set #35

Constituent Information

Constituent: Barium
Constituent Phase:Ba, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 50 U
Associated Effluent/Post/Downgradient Concentration:50 U–50 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit

Notes: U = under the detection limit. Influent is a range to reflect multiple days with the same observations (U).

Data Set #36

Constituent Information

Constituent: Barium
Constituent Phase:Ba, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 50 U
Associated Effluent/Post/Downgradient Concentration:50 U–50 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:All influent and effluent values below the detection limit

Notes: U = under the detection limit. Influent is a range to reflect multiple days with the same observations (U).

Data Set #37

Constituent Information

Constituent: Barium
Constituent Phase:Ba, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 50 U
Associated Influent/Pre/Upgradient Concentration50 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit

Notes: U = under the detection limit. Effluent is a range to reflect multiple days with the same observations (U).

Data Set #38

Constituent Information

Constituent: Barium
Constituent Phase:Ba, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 50 U
Associated Influent/Pre/Upgradient Concentration50 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:All influent and effluent values below the detection limit

Notes: U = under the detection limit. Effluent is a range to reflect multiple days with the same observations (U).

Data Set #39

Constituent Information

Constituent: Barium
Constituent Phase:Ba, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:50 U 50 U
Associated Influent/Pre/Upgradient Concentration: 50 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events. All influent and effluent values below the detection limit

Notes: U = under the detection limit. Effluent is a range to reflect multiple days with the same observations (U).

Data Set #40

Constituent Information

Constituent: Barium
Constituent Phase:Ba, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:50 U 50 U
Associated Influent/Pre/Upgradient Concentration: 50 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:2.72–2.94
DO:2.19–6.48 mg/L
Water Temperature:15.19–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:All influent and effluent values below the detection limit

Notes: U = under the detection limit. Effluent is a range to reflect multiple days with the same observations (U).

Data Set #41

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 2
Associated Influent/Pre/Upgradient Concentration5.0–8.0
% Removal Efficiency (calculated)60 - 75

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: A range of values is shown to reflect multiple days with the same effluent value.

Data Set #42

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 7
Associated Influent/Pre/Upgradient Concentration6
% Removal Efficiency (calculated)-16.67

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #43

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:2 2
Associated Influent/Pre/Upgradient Concentration: 5.0–8.0
% Removal Efficiency (calculated): 60 - 75

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes: A range of values is shown to reflect multiple days with the same effluent value.

Data Set #44

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 6
% Removal Efficiency (calculated): 91.67

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #45

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 8
Associated Effluent/Post/Downgradient Concentration:2
% Removal Efficiency (calculated):75.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #46

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 8
Associated Effluent/Post/Downgradient Concentration:1.0
% Removal Efficiency (calculated):87.50

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.93
DO:3.87–6.48 mg/L
Water Temperature:15.19–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4–490.9 mV
Specific Conductivity:1,332–2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect multiple days with the same effluent value.

Data Set #47

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 5
Associated Effluent/Post/Downgradient Concentration:2
% Removal Efficiency (calculated):60.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #48

Constituent Information

Constituent: Beryllium
Constituent Phase:Be, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 6
Associated Effluent/Post/Downgradient Concentration:1 U–7.0
% Removal Efficiency (calculated):(-)16.7 - 91.7

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.19–3.92 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:2,218–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect multiple days with the same effluent value.

Data Set #49

Constituent Information

Constituent: Bicarbonate
Constituent Phase:Bicarbonate mg/L as HCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U–16
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #50

Constituent Information

Constituent: Bicarbonate
Constituent Phase:Bicarbonate mg/L as HCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U–16
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #51

Constituent Information

Constituent: Bicarbonate
Constituent Phase:Bicarbonate mg/L as HCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 16
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #52

Constituent Information

Constituent: Bicarbonate
Constituent Phase:Bicarbonate mg/L as HCO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–3.95 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–2,404 µS/cm
Other Parameters:NA–34.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #53

Constituent Information

Constituent: BOD
Constituent Phase:Biochemical Oxygen Demand mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #54

Constituent Information

Constituent: BOD
Constituent Phase:Biochemical Oxygen Demand mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #55

Constituent Information

Constituent: BOD
Constituent Phase:Biochemical Oxygen Demand mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: Data not provided
Associated Influent/Pre/Upgradient ConcentrationData not provided
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #56

Constituent Information

Constituent: BOD
Constituent Phase:Biochemical Oxygen Demand mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:Data not provided Data not provided
Associated Influent/Pre/Upgradient Concentration: Data not provided
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #57

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 107
Associated Effluent/Post/Downgradient Concentration:103
% Removal Efficiency (calculated):3.74

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #58

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 108
Associated Effluent/Post/Downgradient Concentration:102
% Removal Efficiency (calculated):5.56

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #59

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 98
Associated Effluent/Post/Downgradient Concentration:98
% Removal Efficiency (calculated):0.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #60

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 93
Associated Effluent/Post/Downgradient Concentration:95–107
% Removal Efficiency (calculated):(-)15.1 - (-)2.2

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8–2.94
DO:NA–2.19 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:477.4–492.7 mV
Specific Conductivity:2,610–3,394 µS/cm
Other Parameters:26–42.4 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: Range of values reflects more than one day with the same influent.

Data Set #61

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 103
Associated Influent/Pre/Upgradient Concentration107
% Removal Efficiency (calculated)3.74

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #62

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 316
Associated Effluent/Post/Downgradient Concentration:249
% Removal Efficiency (calculated):21.20

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #63

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 111
Associated Influent/Pre/Upgradient Concentration106
% Removal Efficiency (calculated)-4.72

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #64

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:98 98
Associated Influent/Pre/Upgradient Concentration: 98
% Removal Efficiency (calculated): 0.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #65

Constituent Information

Constituent: Calcium
Constituent Phase:Ca, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:95 95
Associated Influent/Pre/Upgradient Concentration: 93
% Removal Efficiency (calculated): -2.15

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #66

Constituent Information

Constituent: Carbonate
Constituent Phase:Carbonate mg/L as CO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #67

Constituent Information

Constituent: Carbonate
Constituent Phase:Carbonate mg/L as CO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #68

Constituent Information

Constituent: Carbonate
Constituent Phase:Carbonate mg/L as CO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1 U
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #69

Constituent Information

Constituent: Carbonate
Constituent Phase:Carbonate mg/L as CO3
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #70

Constituent Information

Constituent: Chloride
Constituent Phase:Cl mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 4
Associated Influent/Pre/Upgradient Concentration1.0–2.0
% Removal Efficiency (calculated)(-)300 - (-)100

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63–5.94
DO:2.48–3.95 mg/L
Water Temperature:14.54–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–306.5 mV
Specific Conductivity:1,995–2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #71

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 293
Associated Effluent/Post/Downgradient Concentration:248
% Removal Efficiency (calculated):15.36

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #72

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 150
Associated Effluent/Post/Downgradient Concentration:161
% Removal Efficiency (calculated):-7.33

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #73

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 154
Associated Effluent/Post/Downgradient Concentration:140
% Removal Efficiency (calculated):9.09

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #74

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 248
Associated Influent/Pre/Upgradient Concentration293
% Removal Efficiency (calculated)15.36

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #75

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 280
Associated Influent/Pre/Upgradient Concentration298
% Removal Efficiency (calculated)6.04

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #76

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:161 161
Associated Influent/Pre/Upgradient Concentration: 150
% Removal Efficiency (calculated): -7.33

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #77

Constituent Information

Constituent: Cadmium
Constituent Phase:Cd, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:140 140
Associated Influent/Pre/Upgradient Concentration: 154
% Removal Efficiency (calculated): 9.09

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #78

Constituent Information

Constituent: Chloride
Constituent Phase:Cl mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #79

Constituent Information

Constituent: Chloride
Constituent Phase:Cl mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2
Associated Effluent/Post/Downgradient Concentration:4.0
% Removal Efficiency (calculated):-100.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,267–2,404 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #80

Constituent Information

Constituent: Chloride
Constituent Phase:Cl mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U–2
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8–2.94
DO:NA–3.92 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:477.4–492.7 mV
Specific Conductivity:2,218–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect more than one day with the same influent.

Data Set #81

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 39
Associated Effluent/Post/Downgradient Concentration:38
% Removal Efficiency (calculated):2.56

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #82

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 36
Associated Effluent/Post/Downgradient Concentration:35
% Removal Efficiency (calculated):2.78

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #83

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 44
Associated Influent/Pre/Upgradient Concentration56
% Removal Efficiency (calculated)21.43

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #84

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 51
Associated Influent/Pre/Upgradient Concentration55
% Removal Efficiency (calculated)7.27

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #85

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:38 38
Associated Influent/Pre/Upgradient Concentration: 39
% Removal Efficiency (calculated): 2.56

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #86

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 56
Associated Effluent/Post/Downgradient Concentration:44
% Removal Efficiency (calculated):21.43

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Total metals data set is limited to only two sampling events (due to funding limitations).

Notes:  

Data Set #87

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 58
Associated Effluent/Post/Downgradient Concentration:44
% Removal Efficiency (calculated):24.14

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #88

Constituent Information

Constituent: Cobalt
Constituent Phase:Co, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:35 35
Associated Influent/Pre/Upgradient Concentration: 36
% Removal Efficiency (calculated): 2.78

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #89

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 6
Associated Effluent/Post/Downgradient Concentration:5 U
% Removal Efficiency (calculated):58.33

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #90

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 6
Associated Effluent/Post/Downgradient Concentration:5 U
% Removal Efficiency (calculated):58.33

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.93
DO:3.87–6.48 mg/L
Water Temperature:15.19–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4–490.9 mV
Specific Conductivity:1,332–2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #91

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 5 U
Associated Effluent/Post/Downgradient Concentration:5 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = Under the detection limit.

Data Set #92

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 5 U
Associated Effluent/Post/Downgradient Concentration:5 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–3.92 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:2,218–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events. All effluent values below the detection limit

Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #93

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 5 U
Associated Influent/Pre/Upgradient Concentration5 U–6
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #94

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 5 U
Associated Influent/Pre/Upgradient Concentration5 U–6
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–3.95 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events. All effluent values below the detection limit

Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #95

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:5 U 5 U
Associated Influent/Pre/Upgradient Concentration: 5 U–6
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #96

Constituent Information

Constituent: Chromium
Constituent Phase:Cr, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:5 U 5 U
Associated Influent/Pre/Upgradient Concentration: 5 U–6
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–3.95 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events. All effluent values below the detection limit

Notes: U = Under the detection limit. A range of values is shown to reflect multiple days with the same influent value.

Data Set #97

Constituent Information

Constituent: Copper
Constituent Phase:Cu, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2,040
Associated Effluent/Post/Downgradient Concentration:463
% Removal Efficiency (calculated):77.30

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #98

Constituent Information

Constituent: Copper
Constituent Phase:Cu, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2,160
Associated Effluent/Post/Downgradient Concentration:361
% Removal Efficiency (calculated):83.29

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #99

Constituent Information

Constituent: Copper
Constituent Phase:Cu, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1,180
Associated Effluent/Post/Downgradient Concentration:362
% Removal Efficiency (calculated):69.32

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #100

Constituent Information

Constituent: Copper
Constituent Phase:Cu, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 924
Associated Effluent/Post/Downgradient Concentration:480
% Removal Efficiency (calculated):48.05

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #101

Constituent Information

Constituent: Copper
Constituent Phase:Cu, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 463
Associated Influent/Pre/Upgradient Concentration2,040
% Removal Efficiency (calculated)77.30

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #102

Constituent Information

Constituent: Copper
Constituent Phase:Cu, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1,570
Associated Influent/Pre/Upgradient Concentration1,400
% Removal Efficiency (calculated)-12.14

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #103

Constituent Information

Constituent: Copper
Constituent Phase:Cu, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:362 362
Associated Influent/Pre/Upgradient Concentration: 1,180
% Removal Efficiency (calculated): 69.32

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #104

Constituent Information

Constituent: Copper
Constituent Phase:Cu, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:79 79
Associated Influent/Pre/Upgradient Concentration: 1,120
% Removal Efficiency (calculated): 92.95

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #105

Constituent Information

Constituent: Iron
Constituent Phase:Fe, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 129,000
Associated Effluent/Post/Downgradient Concentration:36,300
% Removal Efficiency (calculated):71.86

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #106

Constituent Information

Constituent: Iron
Constituent Phase:Fe, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 112,000
Associated Effluent/Post/Downgradient Concentration:37,600
% Removal Efficiency (calculated):66.43

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The decline in Fe removal is likely due to the lack of sulfate reduction in the substrate. The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #107

Constituent Information

Constituent: Iron
Constituent Phase:Fe, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 54,800
Associated Influent/Pre/Upgradient Concentration179,000
% Removal Efficiency (calculated)69.39

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #108

Constituent Information

Constituent: Iron
Constituent Phase:Fe, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 179,000
Associated Effluent/Post/Downgradient Concentration:54,800
% Removal Efficiency (calculated):69.39

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #109

Constituent Information

Constituent: Iron
Constituent Phase:Fe, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 180,000
Associated Effluent/Post/Downgradient Concentration:41,000
% Removal Efficiency (calculated):77.22

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The decline in Fe removal is likely due to the lack of sulfate reduction in the substrate. The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #110

Constituent Information

Constituent: Iron
Constituent Phase:Fe, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1,570
Associated Influent/Pre/Upgradient Concentration162,000
% Removal Efficiency (calculated)99.03

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The decline in Fe removal is likely due to the lack of sulfate reduction in the substrate. The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #111

Constituent Information

Constituent: Iron
Constituent Phase:Fe, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:36,300 36,300
Associated Influent/Pre/Upgradient Concentration: 129,000
% Removal Efficiency (calculated): 71.86

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #112

Constituent Information

Constituent: Iron
Constituent Phase:Fe, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:470 470
Associated Influent/Pre/Upgradient Concentration: 179,000
% Removal Efficiency (calculated): 99.74

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The decline in Fe removal is likely due to the lack of sulfate reduction in the substrate. The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #113

Constituent Information

Constituent: Hydroxide
Constituent Phase:Hydroxide mg/L as OH
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #114

Constituent Information

Constituent: Fluoride
Constituent Phase:F mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 0.8
Associated Effluent/Post/Downgradient Concentration:1–1.9
% Removal Efficiency (calculated):(-)137.5 - (-)25

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8–2.85
DO:2.19–2.41 mg/L
Water Temperature:21.72–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:2,404–3,394 µS/cm
Other Parameters:26–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #115

Constituent Information

Constituent: Fluoride
Constituent Phase:F mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 0.2
Associated Effluent/Post/Downgradient Concentration:1.5
% Removal Efficiency (calculated):-650.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.93
DO:3.87 mg/L
Water Temperature:15.19 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4 mV
Specific Conductivity:1,332 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #116

Constituent Information

Constituent: Fluoride
Constituent Phase:F mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1.9
Associated Influent/Pre/Upgradient Concentration0.8
% Removal Efficiency (calculated)-137.50

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #117

Constituent Information

Constituent: Fluoride
Constituent Phase:F mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:0.5 U 0.5 U
Associated Influent/Pre/Upgradient Concentration: 0.5
% Removal Efficiency (calculated): 50.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #118

Constituent Information

Constituent: Hydroxide
Constituent Phase:Hydroxide mg/L as OH
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:NA–6.48 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:1,332–3,394 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All influent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with influent below the detection limit.

Data Set #119

Constituent Information

Constituent: Hydroxide
Constituent Phase:Hydroxide mg/L as OH
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1 U
Associated Influent/Pre/Upgradient Concentration1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #120

Constituent Information

Constituent: Hydroxide
Constituent Phase:Hydroxide mg/L as OH
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–7.22 mg/L
Water Temperature:13.16–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:NA–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:All effluent values below the detection limit

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with effluent below the detection limit.

Data Set #121

Constituent Information

Constituent: Potassium
Constituent Phase:K, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #122

Constituent Information

Constituent: Potassium
Constituent Phase:K, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1 U
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8–2.85
DO:2.19–2.41 mg/L
Water Temperature:21.72–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–492.7 mV
Specific Conductivity:2,404–3,394 µS/cm
Other Parameters:26–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same influent.

Data Set #123

Constituent Information

Constituent: Potassium
Constituent Phase:K, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1 U
Associated Influent/Pre/Upgradient Concentration1–1 U
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent

Data Set #124

Constituent Information

Constituent: Potassium
Constituent Phase:K, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1
Associated Influent/Pre/Upgradient Concentration1
% Removal Efficiency (calculated)0.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05–5.94
DO:2.48–3.95 mg/L
Water Temperature:13.16–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–425 mV
Specific Conductivity:1,995–2,404 µS/cm
Other Parameters:NA–28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent

Data Set #125

Constituent Information

Constituent: Potassium
Constituent Phase:K, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U–1
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent

Data Set #126

Constituent Information

Constituent: Potassium
Constituent Phase:K, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 1 U–1
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.68–5.54
DO:3.08–7.22 mg/L
Water Temperature:16.5–20.33 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5–243.8 mV
Specific Conductivity:1,930–3,022 µS/cm
Other Parameters:33.9–74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent

Data Set #127

Constituent Information

Constituent: Potassium
Constituent Phase:K, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):50.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #128

Constituent Information

Constituent: Potassium
Constituent Phase:K, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1
Associated Effluent/Post/Downgradient Concentration:1 U–1
% Removal Efficiency (calculated):0 - 50

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.95
DO:3.87–6.48 mg/L
Water Temperature:15.19–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4–490.9 mV
Specific Conductivity:1,332–2,610 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #129

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:29 29
Associated Influent/Pre/Upgradient Concentration: 20
% Removal Efficiency (calculated): -45.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #130

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 24
Associated Effluent/Post/Downgradient Concentration:148
% Removal Efficiency (calculated):-516.67

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #131

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 25
Associated Effluent/Post/Downgradient Concentration:149
% Removal Efficiency (calculated):-496.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.93
DO:3.87 mg/L
Water Temperature:15.19 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4 mV
Specific Conductivity:1,332 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #132

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 22
Associated Effluent/Post/Downgradient Concentration:120
% Removal Efficiency (calculated):-445.45

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #133

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 20
Associated Effluent/Post/Downgradient Concentration:29–89
% Removal Efficiency (calculated):(-)345 - (-)45

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8–2.94
DO:NA–2.19 mg/L
Water Temperature:16.34–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:477.4–492.7 mV
Specific Conductivity:2,610–3,394 µS/cm
Other Parameters:26–42.4 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #134

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 148
Associated Influent/Pre/Upgradient Concentration24
% Removal Efficiency (calculated)-516.67

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #135

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 149
Associated Influent/Pre/Upgradient Concentration25
% Removal Efficiency (calculated)-496.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #136

Constituent Information

Constituent: Magnesium
Constituent Phase:Mg, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:120 120
Associated Influent/Pre/Upgradient Concentration: 22
% Removal Efficiency (calculated): -445.45

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #137

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 129,000
Associated Effluent/Post/Downgradient Concentration:101,000
% Removal Efficiency (calculated):21.71

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #138

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 128,000
Associated Effluent/Post/Downgradient Concentration:122,000
% Removal Efficiency (calculated):4.69

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.93
DO:3.87 mg/L
Water Temperature:15.19 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4 mV
Specific Conductivity:1,332 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #139

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 101,000
Associated Effluent/Post/Downgradient Concentration:98,800
% Removal Efficiency (calculated):2.18

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #140

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 98,400
Associated Effluent/Post/Downgradient Concentration:92,100
% Removal Efficiency (calculated):6.40

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #141

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 101,000
Associated Influent/Pre/Upgradient Concentration129,000
% Removal Efficiency (calculated)21.71

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #142

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 122,000
Associated Influent/Pre/Upgradient Concentration128,000
% Removal Efficiency (calculated)4.69

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #143

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:98,800 98,800
Associated Influent/Pre/Upgradient Concentration: 101,000
% Removal Efficiency (calculated): 2.18

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #144

Constituent Information

Constituent: Manganese
Constituent Phase:Mn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:92,100 92,100
Associated Influent/Pre/Upgradient Concentration: 98,400
% Removal Efficiency (calculated): 6.40

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #145

Constituent Information

Constituent: Sodium
Constituent Phase:Na, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 7
Associated Effluent/Post/Downgradient Concentration:7.0–9.0
% Removal Efficiency (calculated):(-)28.6 - 0

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.94
DO:2.41–3.92 mg/L
Water Temperature:15.19–21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–482.2 mV
Specific Conductivity:1,332–2,610 µS/cm
Other Parameters:NA–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same effluent.

Data Set #146

Constituent Information

Constituent: Sodium
Constituent Phase:Na, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 5
Associated Effluent/Post/Downgradient Concentration:6.0–8.0
% Removal Efficiency (calculated): (-)60 - (-)20

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,404–2,267 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #147

Constituent Information

Constituent: Nitrogen
Constituent Phase:N mg/L, Ammonia as N
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #148

Constituent Information

Constituent: Nitrogen
Constituent Phase:N mg/L, Ammonia as N
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #149

Constituent Information

Constituent: Nitrogen
Constituent Phase:N mg/L, Ammonia as N
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: Data not provided
Associated Influent/Pre/Upgradient ConcentrationData not provided
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #150

Constituent Information

Constituent: Nitrogen
Constituent Phase:N mg/L, Ammonia as N
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:Data not provided Data not provided
Associated Influent/Pre/Upgradient Concentration: Data not provided
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:No influent data.

Notes:  

Data Set #151

Constituent Information

Constituent: Sodium
Constituent Phase:Na, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 5
Associated Effluent/Post/Downgradient Concentration:6.0–8.0
% Removal Efficiency (calculated):(-)60 - (-)20

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,404–2,267 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same effluent.

Data Set #152

Constituent Information

Constituent: Sodium
Constituent Phase:Na, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 5
Associated Effluent/Post/Downgradient Concentration:6
% Removal Efficiency (calculated):-20.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #153

Constituent Information

Constituent: Sodium
Constituent Phase:Na, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 8
Associated Influent/Pre/Upgradient Concentration5
% Removal Efficiency (calculated)-60.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #154

Constituent Information

Constituent: Sodium
Constituent Phase:Na, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 9
Associated Influent/Pre/Upgradient Concentration6
% Removal Efficiency (calculated)-50.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #155

Constituent Information

Constituent: Sodium
Constituent Phase:Na, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:6 6
Associated Influent/Pre/Upgradient Concentration: 5
% Removal Efficiency (calculated): -20.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #156

Constituent Information

Constituent: Sodium
Constituent Phase:Na, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:6 6
Associated Influent/Pre/Upgradient Concentration: 5
% Removal Efficiency (calculated): -20.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Data not provided

Notes:  

Data Set #157

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 28
Associated Effluent/Post/Downgradient Concentration:28
% Removal Efficiency (calculated):0.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:No standards exceeded due to low influent concentrations
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #158

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 31
Associated Influent/Pre/Upgradient Concentration39
% Removal Efficiency (calculated)20.51

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #159

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 36
Associated Influent/Pre/Upgradient Concentration37
% Removal Efficiency (calculated)2.70

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:No standards exceeded due to low influent concentrations
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #160

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:27 27
Associated Influent/Pre/Upgradient Concentration: 29
% Removal Efficiency (calculated): 6.90

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #161

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 39
Associated Effluent/Post/Downgradient Concentration:31
% Removal Efficiency (calculated):20.51

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #162

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 39
Associated Effluent/Post/Downgradient Concentration:30
% Removal Efficiency (calculated):23.08

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:No standards exceeded due to low influent concentrations
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #163

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 29
Associated Effluent/Post/Downgradient Concentration:27
% Removal Efficiency (calculated):6.90

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #164

Constituent Information

Constituent: Nickel
Constituent Phase:Ni, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:26 26
Associated Influent/Pre/Upgradient Concentration: 30
% Removal Efficiency (calculated): 13.33

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:No standards exceeded due to low influent concentrations
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #165

Constituent Information

Constituent: Lead
Constituent Phase:Pb, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 122
Associated Effluent/Post/Downgradient Concentration:52
% Removal Efficiency (calculated):57.38

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #166

Constituent Information

Constituent: Lead
Constituent Phase:Pb, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 58
Associated Influent/Pre/Upgradient Concentration258
% Removal Efficiency (calculated)77.52

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #167

Constituent Information

Constituent: Phosphorus
Constituent Phase:P mg/L, Orthophosphate as P
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 0.478
Associated Effluent/Post/Downgradient Concentration:0.343
% Removal Efficiency (calculated):28.24

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.94
DO:
Water Temperature:16.34 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:477.4 mV
Specific Conductivity:2,610 µS/cm
Other Parameters:42.4 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #168

Constituent Information

Constituent: Phosphorus
Constituent Phase:P mg/L, Orthophosphate as P
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 0.1 U
Associated Effluent/Post/Downgradient Concentration:0.1 U
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #169

Constituent Information

Constituent: Phosphorus
Constituent Phase:P mg/L, Orthophosphate as P
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 0.343
Associated Influent/Pre/Upgradient Concentration0.478
% Removal Efficiency (calculated)28.24

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #170

Constituent Information

Constituent: Phosphorus
Constituent Phase:P mg/L, Orthophosphate as P
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:0.1 U 0.1 U
Associated Influent/Pre/Upgradient Concentration: 0.1 U
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: U = under the detection limit.

Data Set #171

Constituent Information

Constituent: Lead
Constituent Phase:Pb, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 255
Associated Effluent/Post/Downgradient Concentration:20
% Removal Efficiency (calculated):92.16

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #172

Constituent Information

Constituent: Lead
Constituent Phase:Pb, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 258
Associated Effluent/Post/Downgradient Concentration:58
% Removal Efficiency (calculated):77.52

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #173

Constituent Information

Constituent: Lead
Constituent Phase:Pb, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 252
Associated Effluent/Post/Downgradient Concentration:1 U
% Removal Efficiency (calculated):99.80

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes: U = under the detection limit.

Data Set #174

Constituent Information

Constituent: Lead
Constituent Phase:Pb, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 165
Associated Influent/Pre/Upgradient Concentration173
% Removal Efficiency (calculated)4.62

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #175

Constituent Information

Constituent: Lead
Constituent Phase:Pb, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:20 20
Associated Influent/Pre/Upgradient Concentration: 255
% Removal Efficiency (calculated): 92.16

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #176

Constituent Information

Constituent: Lead
Constituent Phase:Pb, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1 U 1 U
Associated Influent/Pre/Upgradient Concentration: 136–252
% Removal Efficiency (calculated): 99.6 - 99.8

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes: U = under the detection limit. A range of values is shown to reflect multiple days with the same effluent value.

Data Set #177

Constituent Information

Constituent: Sulfate
Constituent Phase:Sulfate (SO42-) mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2,500
Associated Effluent/Post/Downgradient Concentration:1,000
% Removal Efficiency (calculated):60.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #178

Constituent Information

Constituent: Sulfate
Constituent Phase:Sulfate (SO42-) mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1,600
Associated Effluent/Post/Downgradient Concentration:1,200
% Removal Efficiency (calculated):25.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #179

Constituent Information

Constituent: Sulfate
Constituent Phase:Sulfate (SO42-) mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 2,300
Associated Influent/Pre/Upgradient Concentration2,200
% Removal Efficiency (calculated)-4.55

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #180

Constituent Information

Constituent: Sulfate
Constituent Phase:Sulfate (SO42-) mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:990 990
Associated Influent/Pre/Upgradient Concentration: 1,700
% Removal Efficiency (calculated): 41.76

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #181

Constituent Information

Constituent: Sulfide
Constituent Phase:Sulfide mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #182

Constituent Information

Constituent: Sulfide
Constituent Phase:Sulfide mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: Data not provided
Associated Effluent/Post/Downgradient Concentration:Data not provided
% Removal Efficiency (calculated):Not Applicable

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #183

Constituent Information

Constituent: Sulfide
Constituent Phase:Sulfide mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: Data not provided
Associated Influent/Pre/Upgradient ConcentrationData not provided
% Removal Efficiency (calculated)Not Applicable

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #184

Constituent Information

Constituent: Sulfide
Constituent Phase:Sulfide mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:Data not provided Data not provided
Associated Influent/Pre/Upgradient Concentration: Data not provided
% Removal Efficiency (calculated): Not Applicable

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:
DO:
Water Temperature:
Air Temperature:Data not provided
Eh:Data not provided
ORP:Data not provided
Specific Conductivity:Data not provided
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #185

Constituent Information

Constituent: Total Dissolved Solids
Constituent Phase:TDS mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 1,860
Associated Effluent/Post/Downgradient Concentration:1,810
% Removal Efficiency (calculated):2.69

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.93
DO:3.87 mg/L
Water Temperature:15.19 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:476.4 mV
Specific Conductivity:1,332 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #186

Constituent Information

Constituent: Total Dissolved Solids
Constituent Phase:TDS mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1,300
Associated Effluent/Post/Downgradient Concentration:1,320
% Removal Efficiency (calculated):-1.54

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #187

Constituent Information

Constituent: Total Dissolved Solids
Constituent Phase:TDS mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 1,810
Associated Influent/Pre/Upgradient Concentration1,860
% Removal Efficiency (calculated)2.69

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #188

Constituent Information

Constituent: Total Dissolved Solids
Constituent Phase:TDS mg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1,320 1,320
Associated Influent/Pre/Upgradient Concentration: 1,300
% Removal Efficiency (calculated): -1.54

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #189

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2.5
Associated Effluent/Post/Downgradient Concentration:2.2
% Removal Efficiency (calculated):12.00

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,404–2,267 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #190

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 2.3
Associated Effluent/Post/Downgradient Concentration:2.1
% Removal Efficiency (calculated):8.70

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #191

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 2.5
Associated Effluent/Post/Downgradient Concentration:2.2
% Removal Efficiency (calculated):12.00

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81–2.85
DO:2.41–6.48 mg/L
Water Temperature:21.72–25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6–490.9 mV
Specific Conductivity:2,404–2,267 µS/cm
Other Parameters:NA–27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #192

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 1.8
Associated Effluent/Post/Downgradient Concentration:1.7–1.8
% Removal Efficiency (calculated):0 - 5.6

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.72–2.8
DO:2.19–3.92 mg/L
Water Temperature:19.47–25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:482.2–492.7 mV
Specific Conductivity:2,218–3,394 µS/cm
Other Parameters:26–43.7 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes: A range of values is shown to reflect more than one day with the same influent.

Data Set #193

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 2.2
Associated Influent/Pre/Upgradient Concentration2.5
% Removal Efficiency (calculated)12.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same effluent.

Data Set #194

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 2.2
Associated Influent/Pre/Upgradient Concentration2.2
% Removal Efficiency (calculated)0.00

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:4.63
DO:2.48 mg/L
Water Temperature:14.54 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:306.5 mV
Specific Conductivity:2,186 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #195

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:2.2 2.2
Associated Influent/Pre/Upgradient Concentration: 2.5
% Removal Efficiency (calculated): 12.00

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54–5.94
DO:3.17–3.95 mg/L
Water Temperature:17.66–19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:(-)15.6–114.1 mV
Specific Conductivity:1,995–2,058 µS/cm
Other Parameters:NA–33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes: A range of values is shown to reflect more than one day with the same effluent.

Data Set #196

Constituent Information

Constituent: Thallium
Constituent Phase:Tl, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:1.7 1.7
Associated Influent/Pre/Upgradient Concentration: 1.8
% Removal Efficiency (calculated): 5.56

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #197

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 71,000
Associated Effluent/Post/Downgradient Concentration:47,600
% Removal Efficiency (calculated):32.96

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #198

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration: 69,100
Associated Effluent/Post/Downgradient Concentration:47,500
% Removal Efficiency (calculated):31.26

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.81
DO:6.48 mg/L
Water Temperature:25 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:490.9 mV
Specific Conductivity:2,267 µS/cm
Other Parameters:None N/A

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #199

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 45,700
Associated Effluent/Post/Downgradient Concentration:44,400
% Removal Efficiency (calculated):2.84

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.85
DO:2.41 mg/L
Water Temperature:21.72 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:382.6 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:27.1 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #200

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration: 44,500
Associated Effluent/Post/Downgradient Concentration:36,200
% Removal Efficiency (calculated):18.65

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Influent
pH:2.8
DO:2.19 mg/L
Water Temperature:25.14 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:492.7 mV
Specific Conductivity:3,394 µS/cm
Other Parameters:26 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #201

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 47,600
Associated Influent/Pre/Upgradient Concentration71,000
% Removal Efficiency (calculated)32.96

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.94
DO:3.95 mg/L
Water Temperature:19.28 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:-15.6 mV
Specific Conductivity:1,995 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:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #202

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration: 53,100
Associated Influent/Pre/Upgradient Concentration53,300
% Removal Efficiency (calculated)0.38

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration  
Associated Influent/Pre/Upgradient Concentration:  
% Removal Efficiency (calculated):

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.05
DO:2.85 mg/L
Water Temperature:13.16 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:425 mV
Specific Conductivity:2,404 µS/cm
Other Parameters:28 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

Data Set #203

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, total µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:44,400 44,400
Associated Influent/Pre/Upgradient Concentration: 45,700
% Removal Efficiency (calculated): 2.84

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:5.54
DO:3.17 mg/L
Water Temperature:17.66 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:114.1 mV
Specific Conductivity:2,058 µS/cm
Other Parameters:33.9 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): Data not provided
Performance Metrics:Data not provided
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:Data not provided
Limitations to data found:Data not provided

Notes:  

Data Set #204

Constituent Information

Constituent: Zinc
Constituent Phase:Zn, dissolved µg/L
Reported as Load (Y/N):N

Pond Depth: N/A

Max influent/associated effluent

Max. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Min influent/associated effluent

Min. Influent/Pre/Upgradient Concentration:  
Associated Effluent/Post/Downgradient Concentration: 
% Removal Efficiency (calculated):

Max effluent/associated influent

Max. Effluent/Post/Downgradient Concentration:  
Associated Influent/Pre/Upgradient Concentration 
% Removal Efficiency (calculated)

Min effluent/associated influent

Min. Effluent/Post/Downgradient Concentration:36,200 36,200
Associated Influent/Pre/Upgradient Concentration: 44,500
% Removal Efficiency (calculated): 18.65

Avg. influent concentration/associated time

Avg. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Med. influent concentration/associated time

Med. Influent/Pre/Upgradient Concentration: Data not provided
Avg. Associated Time (Influent/Pre/Upgradient): Data not provided

Avg. effluent concentration/associated time period

Avg. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Med. effluent concentration/associated time period

Med. Effluent/Post/Downgradient Concentration: Data not provided
Avg. Associated Time (Effluent/Post/Downgradient): Data not provided

Parameters and water chemistry associated with documented concentrations

Avg Percent Removal (reported):  
Influent/Pre/Upgradient or Effluent/Post/Downgradient parameters?:Effluent
pH:3.69
DO:7.22 mg/L
Water Temperature:16.5 °C
Air Temperature:Data not provided
Eh:Data not provided
ORP:103.5 mV
Specific Conductivity:3,022 µS/cm
Other Parameters:74 %DO

Load Information


Loads Treated: Data not provided
Flows treated:Data not provided
Flow rate:Data not provided

Treatment Evaluation

Were treatment goals met? (Y/N): N
Performance Metrics:Acute and chronic ambient water quality standards
Limitations/Constraints:Data not provided
Longevity Estimates:Data not provided
Lessons Learned:Data not provided
Reported Cost Data:Data not provided
Other design details:Alkaline addition using a magnesium hydroxide (Mg(OH)2) solution.
Other performance details:The number of sampling dates was reduced, resulting in less info to determine long-term treatment effectiveness.
Limitations to data found:Total metals data set is limited to only two sampling events.

Notes:  

°Cdegrees Celsius
°Fdegrees Fahrenheit
µg/Lmicrograms per liter
µmhos/cmmicromhos per centimeter
µS/cmmicroSiemens per centimeter
AgSilver
AlAluminum
AsArsenic
AWQCAmbient Water Quality Criteria
BBoron
BaBarium
BCRBiochemical Reactor
BeBeryllium
BODBiochemical Oxygen Demand
CaCO3Calcium carbonate
CERCLAComprehensive Environmental Response, Compensation, and Liability Act
cfscubic feet per second
CHITChitorem®
ClChloride
CoCobalt
CO3Carbon trioxide
COCConstituent of Concern
CODChemical Oxygen Demand
CrChromium
CuCopper
DOCDissolved Organic Carbon
EPAEnvironmental Protection Agency
FFluoride
FBRFluidized Bed Reactor
FeIron
ftfeet
gpmgallons per minute
GWGroundwater
HCO3Bicarbonate
HgMercury
KPotassium
lbspounds
MgMagnesium
MGMillion Gallons
Mg(OH)2Magnesium hydroxide
mg/Lmilligrams per liter
MnManganese
MoMolybdenum
mVmillivolts
NNitrogen
N/Anot applicable
NaSodium
NANot available
NDNot detected
NiNickel
NO3Nitrate
NO3 + NO2Nitrate + Nitrite
NRNot reported
NTUNephelometric Turbidity Unit
OHHydroxide
OUOperable Unit
PPhosphorus
PbLead
PRBPermeable Reactive Barrier
RARemedial Action
ROReverse osmosis
SAPSSuccessive Alkalinity Producing System
SbAntimony
SeSelenium
SO42-Sulfate
SRBSulfate Reducing Bacteria
STCSeep Treatment Cell
TDSTotal Dissolved Solids
TOCTotal Organic Carbon
TSSTotal Suspended Solids
UUranium
UFUltra-filtration
VVanadium
VFRVertical Flow Reactor
ZnZinc

LabelDescription
Site NameName of the site
EPA CERCLA IDEPA CERCLA ID number
Parent NameIf 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 TestedName of the technology tested
Technology TypeThe technology type (i.e., active or passive/semi-passive)
Source of MIWSource 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 DataComponent for which data are reported
Technology RequirementsRequirements of the technology (e.g., electricity, pH > or < X, dissolved oxygen < X, etc.)
Geographic conditions/ constraintsGeographic conditions/constraints (e.g., topography, climate)
Scale Scale of the technology (e.g., pilot, or full-scale application)
Duration of StudyLength of the study
ConstituentElement or ion treated
Constituent PhaseIdentity - contaminants of concern (COCs) and others having data/information on treatment
UnitUnit of concentration reported in study
Max. Influent ConcentrationMaximum influent concentration treated
Associated Effluent ConcentrationEffluent concentration attained for maximum concentration treated
Max. Effluent ConcentrationMaximum effluent concentration treated
Associated Influent ConcentrationInfluent concentration attained for maximum concentration treated
Min. Influent ConcentrationMinimum influent concentration treated and
Associated Effluent ConcentrationEffluent concentration attained for maximum concentration treated
Min. Effluent ConcentrationMinimum effluent concentration treated and
Associated Influent ConcentrationInfluent concentration attained for maximum concentration treated
Avg. Influent ConcentrationAverage influent concentration treated and associated time
Avg. Associated Time (Influent)Time over which average X was calculated
Med. Influent ConcentrationMedian influent concentration treated and associated time
Avg. Associated Time Influent)Time over which average X was calculated
Avg. Effluent ConcentrationAverage effluent concentration treated and associated time
Avg. Associated Time (Effluent)Time over which average X was calculated
Med. Effluent ConcentrationMedian effluent concentration treated and associated time
Avg. Associated Time (Effluent)Time over which average X was calculated
Avg. Percent RemovalAverage percent removal
ParametersParameters associated with the concentrations of other data documented
Loads TreatedMass of constituent per unit flow
pHpH associated with documented concentrations
DODO associated with documented concentrations
Water TemperatureWater temperature associated with documented concentrations
Air TemperatureAir temperature associated with documented concentrations
ORPOxidation-reduction potential associated with documented concentrations
Specific ConductivitySpecific conductivity associated with documented concentrations
Flows treatedFlows treated
Were treatment goals met? (Y/N)Whether the testing met the treatment goals
Performance MetricsGoals or performance metrics upon which the treatment success was based
Limitations/ConstraintsAny limitations or constraints noted that contributed to success or failure
Longevity EstimatesEstimates of longevity, if provided
Lessons LearnedAny reported lessons learned
Reported Cost DataAny reported cost data
Other design detailsAny other design details provided in the sources cited
Other performance detailsAny other performance details provided in the sources cited
Limitations to the found dataLimitations 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)
NotesAny notes