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Meeting #2
Utah Department of Environmental Quality
March 31, 2004
Jordan Valley Water Conservancy District
March 31, 2004
Southwest Groundwater
Remediation and Treatment Project
Reverse Osmosis ByProduct Disposal
Alternatives
ZONE A AND ZONE B SULFATE PLUMES
Reminders
• Zone A – high sulfate, low pH
• Zone B – moderately high sulfate
• Lost Use – TDS reduction required
Background
Consent Decree Requirements
1) Contain the contaminated groundwater
zones
2) Remediate the aquifer
3) Place water to beneficial municipal use
Zone B and Lost Use Reverse Osmosis
(RO) ByProduct
Feed W ater
Byproduct W ater (15% to 20%)
Product W ater
(Drinking W ater)
( 80% to 85%)
Zone B, Lost Use and Phase 2
RO Byproduct Water Characteristics
3847 8,240 W eighted
Average
47 8,200 876 1.95 Phase 2
1,662 3.70 Totals
47 8,200 229 0.51 Lost Use
25 8,300 557 1.24 Zone B
Selenium
Concentration
(μg/L)
TDS
Concentration
(mg/L)
Flow
Rate
(gpm)
Flow
Rate
(cfs)
Zone B/Lost Use Byproduct W ater Disposal
Water Quality Comparisons
250 JVWCD Drinking Water Treatment Goal
N/A Aquatic Wildlife Standard
1,200/2,000 Agricultural Standard
500/1,000 Drinking Water Standard
100,000 Great Salt Lake
1,100 Jordan River
250 Provo River
8,200 Phase 2 Byproduct
8,200 Lost Use Byproduct
8,300 Zone B Byproduct
1,200 Lost Use Feed
1,600 Zone B Feed
TDS
(mg/L)
(ppm)
Water Quality Comparisons
50 JVWCD Drinking Water Treatment Goal
4.6 Aquatic Wildlife Standard
N/A Agricultural Standard
50 Drinking Water Standard
0.2 Great Salt Lake
2 Jordan River
1 Provo River
47 Phase 2 Byproduct
47 Lost Use Byproduct
25 Zone B Byproduct
6 Lost Use Feed
4 Zone B Feed
Selenium
(µg/L)
(ppb)
RO Byproduct Disposal
Efforts to Date by Jordan Valley
• Costs and technical feasibility of disposal
alternatives were evaluated
• Impacts to Jordan River and its water quality
were evaluated
• A discharge permit to Jordan River was applied
for and issued
• Evaluations involved Jordan Valley, two
engineering firms, and the Utah Division of
Water Quality (more than 1,000 man hours of
effort over two years time)
RO Byproduct Disposal
Alternative #1
No Action by Jordan Valley
• Jordan Valley withdraws the Joint
Proposal
• Jordan Valley withdraws its $23 million
• Jordan Valley withdraws use of its water
rights
• Jordan Valley withdraws use of its water
transmission system
RO Byproduct Disposal
Alternative #2
Discharge to Jordan River
• Permit to discharge to Jordan River issued
in August 2003
• Public concerns expressed regarding
environmental impacts
• Jordan Valley’s Board of Trustees
considered the concerns expressed
• Jordan Valley’s Board of Trustees
withdrew Jordan River discharge permit
RO Byproduct Disposal
Alternative #3
Deep Well Injection
• Deep well drilled near Zone B plant
• Well drilled at least 5,000 feet deep
RO Byproduct Disposal
Alternative #4
Discharge to Great Salt Lake
• Pump byproduct from West Jordan to
Great Salt Lake (GSL) in 23 mile pipeline
• Construct a new discharge pipeline (8” to
12”) into Great Salt Lake
• Discharge into south arm of GSL east of
Saltair
RO Byproduct Disposal
Alternative #5
Discharge to KUCC GSL Discharge Pipeline
• Pump byproduct from West Jordan to
GSL in a 26 mile pipeline
• Discharge byproduct into existing KUCC
GSL discharge pipeline
RO Byproduct Disposal
Alternative #6
Discharge to KUCC Tailings Impoundment
• Pump byproduct from West Jordan to
Magna in a 20 mile pipeline
• Pump byproduct up 400 feet into KUCC
Tailings Impoundment
• Nutrient (phosphorus) levels in Lost Use
byproduct will enhance algal blooms in
Tailings Impoundment
RO Byproduct Disposal
Alternative #7
Evaporation
• 2,450 acre feet per year divided by 3 feet
of evaporation per year equals 820 acres
of evaporation pond surface area
• Addition of 20% for dikes and
maintenance roads equals 980 acres
RO Byproduct Disposal
Alternative #8
Distillation
• Heat byproduct to boiling – capture steam
• Dispose of solid salts
–Municipal landfill
–KUCC tailings impoundment
–reuse of salts
RO Byproduct Disposal
Alternative #9
Discharge to KUCC Tailings Pipeline
• Pump byproduct west along 7800 South
to KUCC tailings pipeline
• Discharge byproduct into tailings pipeline
• 540 psi (1250 feet)pump lift required