Dave Chamberlain, P.E.
 October 2003, Colorado River
Quantification Settlement Agreement
(QSA) executed
• 45- to 75-year water conservation and
transfer agreement w/ IID
• 110-year canal lining agreement (All
American and Coachella Canals)
• 280,200 AFY of Colorado River Supplies
• Currently wheeled through MWD System
• MWD Exchange Agreement for up to 45 yrs
 Previous studies identified two preferred
alignments
• Jointly studied w/ Mexico
• Not pursued after 2003 Master Plan
 April 2012 Board direction
• Amend Master Plan to include a “Supply
from the East” Alternative
2
Reexamine preferred alignments from previous
evaluations
• New facility owned and operated by Water Authority
Size project for QSA
deliveries only
Evaluation approach
• Facility requirements
• Energy management
• Operational impacts
• Compare risks
• Project cost refinement
• Implementation schedule
Portal
3
Land Use
• New development along proposed alignments
• Change in land ownership or access rights
• Changes to permit process
Implementation of New Facilities
• San Vicente Dam Raise, Pump Station, and Pipeline not considered
previously. More treatment plants may now be served
Sunrise Powerlink
• Provides closer proximity to power and opportunity to reduce costs
Updated Construction Costs
• Use current indices to estimate cost of construction
4
Characteristic Tunnel Corridor Pipeline Corridor
Canal, Miles 12 0
Pipeline, Miles 30 81
Tunnel, Miles 41 11
Total Length, Miles 83 92
Pump Stations (800 ft. lift) 2 5
Power Generating Facilities 0 3
Annual
Conveyance
(acre-feet/year)
Design
Flow Rate
(cfs)
Pipeline
Diameter
(inches)
Fully Lined
Tunnel Diameter
(inches)
280,200 490 961 120
1. Pipelines are sized to avoid on-peak energy pricing.
5
6
7
 Normal operations allow QSA supply to be
delivered to SVR or directly to untreated
aqueduct pipelines
 QSA deliveries are monthly as one twelfth
(1/12) of total annual supply
• Approximately 24,000 acre feet/month in
2021
• Analyze wet weather untreated demand
 Address potential impact on winter month
operations
• Consider portion of the QSA supply in winter
months delivered through the MWD system
• Identify required operational changes
• Drawdown San Vicente and place water in
storage
 Salinity Management
8
Tunnel
Alignment
Pipeline
Alignment
MWD
Wheeling
Total Capital Cost $1.98 billion $2.30 billion
Annual operating cost $71 million $132 million
Unit cost – capital
recovery2
$450/AF $530/AF
Unit cost – annual
operating2 $250/AF $470/AF1
TOTAL Unit Cost
(2013 Dollars)2 $700/AF $1,000/AF $453/AF
1 – Includes credit for hydroelectric power generation
2 – Amounts are rounded
9
 Did not assess feasibility or cost of permitting
or environmental mitigation
• Cost assumptions and schedule impacts
included in estimates
 Time to complete remaining phases
• 3 to 4 years for preliminary design, agency
coordination, and environmental compliance
• 2 to 3 years for detailed design
• 5 to 10 years for construction
 Estimate of 10 to 17 years from current project
status to bring project online
 Final conclusions and recommendation to be
included in Master Plan issued later this year
• Benefits include avoiding Pipeline 6/expanded
capacity from MWD
• Improved conveyance reliability?
10
Wp   mp-update-col riverconvey-april_25_2013

Wp mp-update-col riverconvey-april_25_2013

  • 1.
  • 2.
     October 2003,Colorado River Quantification Settlement Agreement (QSA) executed • 45- to 75-year water conservation and transfer agreement w/ IID • 110-year canal lining agreement (All American and Coachella Canals) • 280,200 AFY of Colorado River Supplies • Currently wheeled through MWD System • MWD Exchange Agreement for up to 45 yrs  Previous studies identified two preferred alignments • Jointly studied w/ Mexico • Not pursued after 2003 Master Plan  April 2012 Board direction • Amend Master Plan to include a “Supply from the East” Alternative 2
  • 3.
    Reexamine preferred alignmentsfrom previous evaluations • New facility owned and operated by Water Authority Size project for QSA deliveries only Evaluation approach • Facility requirements • Energy management • Operational impacts • Compare risks • Project cost refinement • Implementation schedule Portal 3
  • 4.
    Land Use • Newdevelopment along proposed alignments • Change in land ownership or access rights • Changes to permit process Implementation of New Facilities • San Vicente Dam Raise, Pump Station, and Pipeline not considered previously. More treatment plants may now be served Sunrise Powerlink • Provides closer proximity to power and opportunity to reduce costs Updated Construction Costs • Use current indices to estimate cost of construction 4
  • 5.
    Characteristic Tunnel CorridorPipeline Corridor Canal, Miles 12 0 Pipeline, Miles 30 81 Tunnel, Miles 41 11 Total Length, Miles 83 92 Pump Stations (800 ft. lift) 2 5 Power Generating Facilities 0 3 Annual Conveyance (acre-feet/year) Design Flow Rate (cfs) Pipeline Diameter (inches) Fully Lined Tunnel Diameter (inches) 280,200 490 961 120 1. Pipelines are sized to avoid on-peak energy pricing. 5
  • 6.
  • 7.
  • 8.
     Normal operationsallow QSA supply to be delivered to SVR or directly to untreated aqueduct pipelines  QSA deliveries are monthly as one twelfth (1/12) of total annual supply • Approximately 24,000 acre feet/month in 2021 • Analyze wet weather untreated demand  Address potential impact on winter month operations • Consider portion of the QSA supply in winter months delivered through the MWD system • Identify required operational changes • Drawdown San Vicente and place water in storage  Salinity Management 8
  • 9.
    Tunnel Alignment Pipeline Alignment MWD Wheeling Total Capital Cost$1.98 billion $2.30 billion Annual operating cost $71 million $132 million Unit cost – capital recovery2 $450/AF $530/AF Unit cost – annual operating2 $250/AF $470/AF1 TOTAL Unit Cost (2013 Dollars)2 $700/AF $1,000/AF $453/AF 1 – Includes credit for hydroelectric power generation 2 – Amounts are rounded 9
  • 10.
     Did notassess feasibility or cost of permitting or environmental mitigation • Cost assumptions and schedule impacts included in estimates  Time to complete remaining phases • 3 to 4 years for preliminary design, agency coordination, and environmental compliance • 2 to 3 years for detailed design • 5 to 10 years for construction  Estimate of 10 to 17 years from current project status to bring project online  Final conclusions and recommendation to be included in Master Plan issued later this year • Benefits include avoiding Pipeline 6/expanded capacity from MWD • Improved conveyance reliability? 10