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WACO Orange County Water District Future Water Demands and Water - PowerPoint PPT Presentation

WACO Orange County Water District Future Water Demands and Water Supply Projects September 7, 2018 1 WACO Tentative Schedule September OCWD John Kennedy Future OCWD Demands/Supplies/Potential Projects/Operations October


  1. WACO Orange County Water District Future Water Demands and Water Supply Projects September 7, 2018 1

  2. WACO Tentative Schedule • September – OCWD – John Kennedy Future OCWD Demands/Supplies/Potential Projects/Operations • October – MWDOC – Karl Seckel Orange County Water Reliability Study 2

  3. OCWD Producers • 13 Cities • 5 Retail Water Districts • 1 Investor Owned Water Utility

  4. Historical OCWD Service Territory Total Water Demands (afy) 447,000 afy

  5. Future OCWD 2040 Water Demand Projections (afy) 5

  6. Future Water Demand Estimate Information/Issues • Previous estimates were much higher • New state legislation impact – water retailors will be given water use objectives (water budgets) • Water demands can annually fluctuate due to economic or climate variations • Will state mandate temporary conservation requirements during future drought cycles as it did in 2015-16? • Need to continually assess 6

  7. Current OCWD Service Territory Water Supply Sources (afy) Total Water Demands of 410,000 afy 26% 7

  8. Future Projected OCWD Service Territory Water Supply Sources (afy) Total Water Demands of 447,000 afy 28% BPP = ~ 80% Year 2040 8

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  11. 1 Historical SAR Base Flows (afy) 34,000 afy SAR Judgment minimum

  12. SAR Base Flows • Are primarily wastewater treatment plant effluent • Predicting future flows is very difficult – Conservation reduces flows to waste water treatment plants – Lower groundwater levels in the upper watershed encourages recharge of SAR flows – Additional GW pumping along the river encourages greater recharge by SAR – Dry weather reduces flows – Upper watershed growth can increase flows • SAWPA Report – 52,000 afy • Seems likely that flows will decline as agencies reuse supplies • Habitat issues may require water to remain in SAR • 34,000 afy absolute minimum per the 1969 SAR Judgment 13

  13. SAR Storm Flow Recharge vs. San Bernardino Rainfall: 2004-15 120,000 Annual SAR Storm Flow Recharged (AF) Linear Best Fit: Storm Flow Recharged = 2,738 X SB Rain + 9,125 R2 = 0.77 100,000 04-05 80,000 10-11 05-06 60,000 09-10 Average 1 inch of rainfall 07-08 40,000 14-15 08-09 = ~3,300 afy 06-07 11-12 13-14 20,000 12-13 Annual data based on July - June water year 0 0 5 10 15 20 25 30 35 40 Annual San Bernardino Rainfall (Inches)

  14. OCWD has a cooperative program with the ACOE to conserve water behind Prado Dam

  15. SAR Storm Flow • Tied to rainfall, upper SAR Watershed activities and Prado Dam operations • Prado Dam – 505 feet year round – extra ~7,000 afy – 508 feet in the future? • Siltation issues – loss of ~ 25,000 afy in 50 years 16

  16. Incidental Recharge vs. FHQ Rainfall (2004-17) 180,000 04-05 150,000 Incidental Recharge (AF) Linear Best Fit: IR = 4,254 X FHQ Rain + 2,818 R2 = 0.93 120,000 10-11 90,000 09-10 1 inch of rainfall 16-17 08-09 50% 60,000 = ~4,500 afy 14-15 07-08 05-06 15-16 13-14 30,000 11-12 12-13 Annual data based on July - June water year 06-07 0 0 5 10 15 20 25 30 35 40 Annual Rainfall at OCWD Field Headquarters (Inches)

  17. Incidental Recharge and SAR Storm Flow Recharge at Various Rainfalls SB FHQ Incidental SAR Storm Flow Rainfall Rainfall Recharge Recharge Total (in) (in) (AFY) (AFY) (AFY) 10 8.3 39,500 34,400 73,900 13 11.4 53,100 44,700 97,800 15 13.4 61,900 51,600 113,500 18 16.5 75,500 61,900 137,400 27 25.8 116,400 92,900 209,300 18

  18. Possible Future Local Water Supply Projects Project Amount (afy) Poseidon Resources 56,000 CADIZ 5,000 to 10,000 West Orange County Well Field 3,000 to 6,000 Prado Dam 505’ year round ~7,000 MWD Carson IPR Project Up to 65,000 afy Purchasing Upper SAR Watershed Supplies ? GWRS RO Brines Recovery 5,000 to 10,000 19

  19. Information From August 21, 2018 MWD Conservation and Local Resources Committee • Local water supplies are currently ~ 450,000 afy below MWD Integrated Resources Plan 2040 target • MWD staff is recommending to increase LRP subsidy cap from 68,000 afy to 150,000 afy to encourage additional local supply development 20

  20. OCWD Basin Management Policy 0 AF Increase BPP; Reduce or stop purchases of imported water - 150,000 No BPP change; Purchase 65,000 afy of imported water - 200,000 No BPP change; Purchase 65,000 afy of imported water; Reduce the overdraft - 350,000 Purchase additional imported water and/or Reduce BPP to reduce overdraft - 400,000 Purchase additional imported water and Reduce BPP to reduce overdraft MWD CUP 66,000 AF SARCCUP 36,000 AF - 500,000

  21. OCWD Groundwater Basin Accumulated Overdraft Wet Basin Operating Target Overdraft Range Dry

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  24. Estimated Year 2022 Project Unit Cost Item Unit Cost Unit Cost (30 year deal) (35 year deal) Treatment Plant Cost $1,916/af $1,854/af Distribution (“Place Holder amount”) $350/af $350/af Total Project Cost $2,266/af $2,204/af MWD LRP Subsidy ($475/af) ($475/af) Total Net Project Unit Cost $1,791/af $1,729/af $1,255/af Estimated 2022 MWD Rate (4.1% $1,255/af annual increases) Difference $536/af $474/af 25

  25. WY 2017-18 Groundwater Balance Inflows & Outflows (acre-feet) Original Actual Difference Budget (Rain 3.86 in.) (Rain~11 in.) SAR Base and Storm Flow Recharge 103,500 89,500 -14,000 Incidental Recharge 52,000 26,200 -25,800 GWR System (Forebay & Barrier) 103,000 105,500 2,500 MWD Supplies (including CUP) 65,000 66,100 1,100 Other (Alamitos Barrier, Talbert OC-44) 2,000 900 -1,100 Total Water Into Basin 325,500 288,200 -37,300 Total Basin Pumping @ 75% -203,000 -237,200 -34,200 Storage Change +122,500 +51,000 Accumulated Overdraft 205,500 277,000

  26. WY 2018-19 Projected Groundwater Balance Inflows & Outflows (acre-feet) Average Hydrology (Rain~13 in.) SAR Base Flow Recharge 70,000 SAR Storm Flow Recharge 51,000 Incidental Recharge 61,000 GWR System (Forebay & Barrier) 103,000 MWD Supplies (including CUP) 65,000 Other (Alamitos Barrier, Talbert OC-44) 2,000 Total Water Into Basin 352,000 Pumping @ 77% BPP -322,000 Storage Change +30,000 Accumulated Overdraft (June 30, 2019) 247,000

  27. General Comments • If you think ultimately the project will be needed, then you should build it now as you may never get another opportunity. • No one knows what the impact of changing weather patterns will be in the future. • No one can guarantee that we will have enough water in the future – there are just too many variables and uncertainties. • For something as important as water – you always want to err on the side of having too much. • Scientist studying tree rings have indicated CA has experienced 30 to 50 year drought cycles in the past – how would CA survive such a scenario now that 40 million people reside in the state. • Why are many agencies working to reduce their dependence upon imported water supplies? • What is the value of having a water supply source in your backyard vs a source 300 to 400 miles away? • At worst the Poseidon project is an insurance policy against various future water shortage scenarios assuming the cost of the water never becomes cheaper than imported water. • How many times in our lifetime are we going to see a private company invest tens of millions of dollars to permit such a plant? 28

  28. OC Water Reliability Study • Is an excellent document. • Difficult to predict the future. • Is based upon numerous reasonable assumptions about the future. • You could make reasonable changes to those assumptions and get different results. – Difficult to predict climate change – Prado Dam Siltation – SAR Base Flows – SGMA Impacts • Assumes no WQ issues impacting water supply availability - With advanced detection techniques, chemicals in very small quantities are being detected in water supplies – ppt – agencies may need to use reverse osmosis in the future on all drinking water supplies. 29

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