Chino Basin Optimum Chino Basin Optimum Basin Management Basin - - PowerPoint PPT Presentation

chino basin optimum chino basin optimum basin management
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Chino Basin Optimum Chino Basin Optimum Basin Management Basin - - PowerPoint PPT Presentation

Chino Basin Optimum Chino Basin Optimum Basin Management Basin Management Program Program February 6, 2006 February 6, 2006 We will talk about We will talk about Chino Basin Basics Chino Basin Basics Yield


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SLIDE 1

Chino Basin Optimum Chino Basin Optimum Basin Management Basin Management Program Program

February 6, 2006 February 6, 2006

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SLIDE 2

We will talk about We will talk about

  • Chino Basin Basics

Chino Basin Basics

  • Yield Maintenance/Enhancement

Yield Maintenance/Enhancement

  • New stormwater recharge

New stormwater recharge

  • Supplemental Water Recharge

Supplemental Water Recharge

  • Where We Go From Here

Where We Go From Here

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Some Chino Basin Stats Some Chino Basin Stats

  • Area is about 220 square miles

Area is about 220 square miles

  • Contains about 6.1 million acre

Contains about 6.1 million acre-

  • ft

ft

  • Pumpers

Pumpers

– – 24 appropriators (cities, districts, etc) 24 appropriators (cities, districts, etc) – – ~ 300 overliers (mostly ag) ~ 300 overliers (mostly ag)

  • Current pumping is about 180,000

Current pumping is about 180,000 acre acre-

  • ft/yr

ft/yr

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Some Chino Basin Stats Some Chino Basin Stats

  • Basin was adjudicated in 1978

Basin was adjudicated in 1978

  • Watermaster governance is interest

Watermaster governance is interest-

  • based

based

– – Three pumper committees and an Three pumper committees and an advisory committees advisory committees – – Nine Nine-

  • member board

member board

  • Safe yield is managed at 140,000

Safe yield is managed at 140,000 acre acre-

  • ft/yr

ft/yr

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Virgin Conditions (1905)

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Water Level Decline (1933-2000)

Subsidence Area

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Optimum Basin Management Optimum Basin Management Program (OBMP) Program (OBMP)

  • Court Ordered

Court Ordered – – February 1998 February 1998

  • OBMP was completed in August 1999

OBMP was completed in August 1999

“Peace Peace” ” Agreement that implements Agreement that implements the OBMP the OBMP – – July 2000 July 2000

  • OBMP Program EIR

OBMP Program EIR – – July 2000 July 2000

  • Court Approval of OBMP and Peace

Court Approval of OBMP and Peace Agreement Agreement – – September 2000 September 2000

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Optimum Basin Management Optimum Basin Management Program (OBMP) Program (OBMP)

  • The OBMP in unprecedented in scope

The OBMP in unprecedented in scope

  • Currently in the sixth year of

Currently in the sixth year of implementation implementation

  • Various parties to the Peace Agreement are

Various parties to the Peace Agreement are implementing the OBMP implementing the OBMP

  • Present Value Cost of OBMP

Present Value Cost of OBMP

– – Year 2000 Year 2000 – – over $400 million

  • ver $400 million

– – Year 2006 Year 2006 – – TBD but substantially > $400 TBD but substantially > $400 million million

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OBMP Contains Nine Major OBMP Contains Nine Major I nitiatives or Program I nitiatives or Program Elements Elements

  • Comprehensive Groundwater Monitoring

Comprehensive Groundwater Monitoring – – PE 1 PE 1

  • Comprehensive Recharge Program

Comprehensive Recharge Program – – PE 2 PE 2

  • Water Supply Plan for Impaired Areas

Water Supply Plan for Impaired Areas – – PE 3 PE 3

  • Subsidence Area Management Program

Subsidence Area Management Program – – PE 4 PE 4

  • Regional Supplemental Water Program

Regional Supplemental Water Program – – PE 5 PE 5

  • Cooperative Programs with Water Quality

Cooperative Programs with Water Quality Regulators Regulators – – PE PE-

  • 6

6

  • Salt Management Program

Salt Management Program – – PE 7 PE 7

  • Storage Management Program

Storage Management Program – – PE 8 PE 8

  • Storage and Recovery Program

Storage and Recovery Program – – PE 9 PE 9

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Three Major OBMP Three Major OBMP I nitiatives I nitiatives

  • Hydraulic Control

Hydraulic Control

  • Increasing storm water recharge ~

Increasing storm water recharge ~ 12,000 acre 12,000 acre-

  • ft/yr

ft/yr

  • Increasing supplemental water

Increasing supplemental water recharge capacity recharge capacity

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Hydraulic Control Hydraulic Control

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Hydraulic Control Hydraulic Control

  • Yield is maintained and enhanced by:

Yield is maintained and enhanced by:

– – Reducing groundwater discharge to the Reducing groundwater discharge to the Santa Ana River in its gaining reaches Santa Ana River in its gaining reaches – – Increasing groundwater recharge in the Increasing groundwater recharge in the Santa Ana River losing reaches Santa Ana River losing reaches – – And thus: And thus:

  • Maintains existing yield of 140,000 acre

Maintains existing yield of 140,000 acre-

  • ft/yr

ft/yr

  • Creates new yield of ~ 20,000 acre

Creates new yield of ~ 20,000 acre-

  • ft/yr

ft/yr

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Hydraulic Control Hydraulic Control

  • Hydraulic Control is achieved by:

Hydraulic Control is achieved by:

– – Constructing and operating new well Constructing and operating new well fields in southern, water quality fields in southern, water quality-

  • degraded part of the Basin

degraded part of the Basin – – Managing supplemental water recharge Managing supplemental water recharge to reduce gradient towards the River to reduce gradient towards the River

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I nsert Nitrate Map I nsert Nitrate Map

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I nsert Nitrate Map I nsert Nitrate Map

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I nsert TDS Map I nsert TDS Map

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I nsert TDS Map I nsert TDS Map

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Hydraulic Control Hydraulic Control

  • Groundwater Treatment System:

Groundwater Treatment System:

– – Desalter I expansion from 8 to 14.2 mgd Desalter I expansion from 8 to 14.2 mgd – – New Desalter II New Desalter II – – 15 mgd 15 mgd – – Total cost for wells, pipelines and Total cost for wells, pipelines and treatment (RO and IX) > $100 million treatment (RO and IX) > $100 million – – Future expansions are being planned Future expansions are being planned

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Desalter Well Location Desalter Well Location Map Map

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Hydraulic Control Hydraulic Control

  • Computer simulation results:

Computer simulation results:

– – Piezometric levels support increased Piezometric levels support increased recharge from Santa Ana River ~ 20,000 recharge from Santa Ana River ~ 20,000 acre acre-

  • ft/yr

ft/yr – – Piezometric levels maintained in Piezometric levels maintained in subsidence area subsidence area – – Piezometric level drops about: Piezometric level drops about:

  • 20 to 50 feet in central part of the basin

20 to 50 feet in central part of the basin

  • 25 feet near desalter wells

25 feet near desalter wells

  • up to 75 feet in far north eastern part of the

up to 75 feet in far north eastern part of the basin basin

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Hydraulic Control Hydraulic Control

  • What would happen without hydraulic

What would happen without hydraulic control? control?

– – Discharge of 20 to 30 thousand acre Discharge of 20 to 30 thousand acre-

  • ft/yr of

ft/yr of high TDS and nitrogen groundwater to River high TDS and nitrogen groundwater to River – – POTW POTW’ ’s would have to desalt some of their s would have to desalt some of their effluent and discharge to the River for effluent and discharge to the River for mitigation mitigation – – Purchase 20 to 30 thousand acre Purchase 20 to 30 thousand acre-

  • ft/yr of

ft/yr of imported water to replace lost production imported water to replace lost production

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New Storm Water New Storm Water Recharge Recharge

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New Storm Water New Storm Water Recharge Recharge

  • Prior to the OBMP, Watermaster had

Prior to the OBMP, Watermaster had completed a recon completed a recon-

  • level recharge

level recharge master plan master plan

– – Utilized sophisticated models to estimate Utilized sophisticated models to estimate daily recharge for a 50 daily recharge for a 50-

  • year period

year period – – Identified future potential for about Identified future potential for about 20,000 acre 20,000 acre-

  • ft/yr of new storm water

ft/yr of new storm water recharge recharge

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New Storm Water New Storm Water Recharge Recharge

  • OBMP facilitated the completion of

OBMP facilitated the completion of the recharge master plan the recharge master plan

  • Inland Empire Utilities Agency (IEUA)

Inland Empire Utilities Agency (IEUA) immediately implemented the immediately implemented the recharge master plan recharge master plan

  • Construction finished in 2005

Construction finished in 2005

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New Storm Water New Storm Water Recharge Recharge

  • Construction of 3 new turnouts from the

Construction of 3 new turnouts from the MWD Rialto pipeline for supplemental water MWD Rialto pipeline for supplemental water recharge recharge

  • Initial cost was $40 million

Initial cost was $40 million -

  • $10 million

$10 million required to fine tune required to fine tune

  • Estimated new yield based on the facilities

Estimated new yield based on the facilities constructed is about 12,000 acre constructed is about 12,000 acre-

  • ft/yr

ft/yr

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New Supplemental Water New Supplemental Water Recharge Recharge

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Supplemental Water Supplemental Water Recharge Recharge

  • Existing SW recharge capacity is ~

Existing SW recharge capacity is ~ 50,000 to 60,000 acre 50,000 to 60,000 acre-

  • ft/yr

ft/yr

  • Future replenishment demand is

Future replenishment demand is about 100,000 acre about 100,000 acre-

  • ft/yr

ft/yr

  • MWDSC replenishment water is not

MWDSC replenishment water is not reliable reliable

  • Future recharge capacity needs could

Future recharge capacity needs could exceed 140,000 acre exceed 140,000 acre-

  • ft/yr

ft/yr

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New Recycled Water New Recycled Water Recharge Recharge

  • IEUA is constructing a regional recycled

IEUA is constructing a regional recycled water distribution system water distribution system

  • With new recharge basins,

With new recharge basins, IEUA/Watermaster IEUA/Watermaster could could recharge over recharge over 30,000 acre 30,000 acre-

  • ft/yr of recycled water

ft/yr of recycled water

  • New storm and imported water recharge

New storm and imported water recharge will be used for dilution to meet DHS and will be used for dilution to meet DHS and Basin Plan requirements Basin Plan requirements

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Where Do We Go From Where Do We Go From Here? Here?

  • Watermaster Parties and IEUA are

Watermaster Parties and IEUA are currently: currently:

– – Negotiating substantive changes to the Negotiating substantive changes to the Peace Agreement Peace Agreement – – Assessing the need for additional Assessing the need for additional desalting capacity desalting capacity

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Where Do We Go From Where Do We Go From Here? Here?

  • Watermaster, IEUA and others will

Watermaster, IEUA and others will start: start:

– – Planning the next phase of supplemental Planning the next phase of supplemental water recharge projects water recharge projects – – Planning the next phase of groundwater Planning the next phase of groundwater storage projects storage projects

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  • What Makes the OBMP

What Makes the OBMP Work? Work?

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What Makes the OBMP What Makes the OBMP Work? Work?

  • Committed Watermaster Parties

Committed Watermaster Parties – – agency managers, elected officials agency managers, elected officials and private pumpers and private pumpers

  • Regional leadership of the IEUA,

Regional leadership of the IEUA, TWMWD, WMWD and SAWPA TWMWD, WMWD and SAWPA

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What Makes the OBMP What Makes the OBMP Work? Work?

  • Support/direction from the Regional

Support/direction from the Regional Board, DWR and other state agencies Board, DWR and other state agencies

  • Support from state legislators and

Support from state legislators and congressional representatives congressional representatives

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Questions? Questions?

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End End