SLIDE 1 UPDATE
December 13, 2017
SLIDE 2 Topics
- 1. Timeline
- 2. Scope of This Effort
- 3. Master Plan Findings
- 4. Next Steps
SLIDE 3
Timeline
SLIDE 4 Timeline of the Master Plan and Related Efforts
Date Item 7/2008, 7/2009, 2/2010 Dates of prior Wastewater Master Plan (WWMP) and prior updates to the master plan (author: HDR) 2011 Ione indicates that it may invoke five-year cancellation clause 11/2011 HydroScience awarded WWMP update contract through competitive process 11/2012 Draft WWMP update submitted 6/2014 Multi-Regional Recycling Feasibility Study with Ione & CDCR initiated 8/2016 Multi-Regional Recycling Feasibility Study with Ione & CDCR completed 4/2017 This WWMP update initiated 7/2017 Ione invokes five-year cancellation clause 12/2017 Draft WWMP update submitted
SLIDE 5
Scope of This Effort
SLIDE 6 Scope of This Effort
- Update the 2012 WWMP with new information on
flows, growth, and water balances and bring in the results of the Multi-Regional Study
- Compare Multi-Regional approach to “stand-
alone” alternatives (elimination of storage and disposal downstream of Henderson)
- Address Henderson Reservoir change – can now
repair and keep in service
- Compare based on cost and non-cost factors
- Provide a recommendation and Capital
Improvement Plan (CIP)
SLIDE 7 Scope Limitations
- No updating of TM 3B– changes to surface water
discharge requirements not significant to overall picture
- Reconsider risks and costs of surface water
discharge option
- Rely on prior WWTP condition assessment
information
SLIDE 8 Changes During Effort
- Ione invoked five-year cancellation clause and
indicated no further interest in multi-regional solution
- Stand-alone alternatives are now the only feasible
alternatives
SLIDE 9
Master Plan Findings
SLIDE 10 Report Outline
- TM 1: Evaluation of Existing Facilities
- TM 2: Flow Projections
- TM 3: Initial Evaluation and Screening Options
- TM 4: Alternatives Analysis
- TM 5: Capital Improvement Plan
SLIDE 11
SLIDE 12
Current WWTP Influent Flows
SLIDE 13 Existing Conditions Water Balance
Current
SLIDE 14 Existing Conditions Water Balance
Without Ione Disposal
SLIDE 15 Other Findings
- WWTP needs condition and capacity
improvements and/or facility replacements
- ARSA pipeline needs condition and capacity
improvements
- Collection system Infiltration/Inflow (I/I) would be
beneficial if cost-effective
- Sludge removal in Henderson would restore
capacity
SLIDE 16 Projected Flows
– 18 hole course irrigated with recycled water – 1334 residential units – Develop over 25 years beginning in 2020 (assumption) – Uncertainty surrounding this development going forward or in what form
- Modest Population Growth in Service Area
SLIDE 17
Population Growth
SLIDE 18
25-Year Flow Projections
SLIDE 19 Flow Projection Findings
- Flows will exceed the current ADWF capacity of
the WWTP before 2036 without GRR and 2031 with GRR
- PDF will exceed wet weather capacity in 2021
- ARSA flow bottleneck of 2.0 MGD will be
exceeded in 2026
- ARSA storage and disposal capacity will be
exceeded
SLIDE 20 Surface Water Discharge Evaluation (TM 3B)
- TM 3B prepared in 2012 by RBI, still applies today
- Requires nutrient removal, Title 22 filtration, ultraviolet
disinfection
- Higher O&M cost: Grade III operator, maintenance,
energy, reporting, fines potential
- Dilution credit and seasonal discharge benefits limited
- Eliminates ARSA system and associated costs
- Ends reclamation practice unless portion diverted to new
recycled water users, difficult to divert from creek later
- High cost for permitting+studies, environmental, design
- Schedule uncertainty to complete these, urgency to
complete given cancellation clause
- Final effluent limitations uncertain until studies done
- Anti-degradation analysis is required; must evaluate
alternatives to surface water discharge
SLIDE 21
Alternatives Evaluated
SLIDE 22
Alternatives Evaluated
SLIDE 23
Alternative 1: ARSA Sprayfields
SLIDE 24
Alternative 2: Noble Ranch Sprayfields
SLIDE 25
Alternative 3: Surface Water Discharge
SLIDE 26
Alternative 4: ARSA Sprayfields and GRR Irrigation
SLIDE 27
Alternative 5: Surface Water Discharge and GRR Irrigation
SLIDE 28
Alternatives Analysis
SLIDE 29
Alternatives Analysis
SLIDE 30 Evaluation Findings
- Alt. 1 is more costly on a present worth basis than
Alt 3
- But, spending can be phased further out in time
than Alt 3, which must replace entire ARSA system when Ione goes offline (or interim measures taken)
- Alt 1 scores better than Alt 3 in non-economic
analysis
- Alt 1 uses a familiar and accepted disposal
strategy and can be adapted to future reuse of effluent
- The actual cost and timing of Alt 3 is less certain
SLIDE 31 Recommended Alternative: Alternative 1: ARSA Sprayfields
Potential sprayfield sites
- shown. Not all will be
- required. CIP based on
single site at similar elevation to Henderson.
Lower system not needed if sufficient acreage developed at Henderson
SLIDE 32
Treatment Upgrades
SLIDE 33
Capital Improvement Program
SLIDE 34
Capital Improvement Program
SLIDE 35 Capital Improvement Program
- Henderson sludge removal and initial sprayfields mitigates
loss of Ione disposal
- Engineering and permitting for Ione Canal begins in first 5
years period, construction in next
- WWTP costs potentially could be further spread out
SLIDE 36
Next Steps
SLIDE 37 Next Steps
- Updated WWTP assessment and preliminary
design of upgrades
- Ione Canal Reservoir geotechnical study,
preliminary design, CEQA, land acquisition
- Landowner coordination and agreements,
sprayfield development
- Phasing refinement and value engineering
- Seek low-interest loans and grants
SLIDE 38 Option: Recycled Water Feasibility Study
- Determine if sufficient market exists to sell higher
quality recycled water to local users and feasibility/cost of providing it
- Utilize flow projections, water balances, tertiary
treatment costs, and storage and disposal amounts from WWMP as basis
- Develop and evaluate tertiary reuse alternatives
- Compare to land disposal alternatives in the
WWMP
SLIDE 39 Option: Recycled Water Feasibility Study
- State Water Resources Control Board (SWRCB)
Water Recycling Funding Program (WRFP) Grant: up to $75,000 50/50 match
- Recycled Water Market Assessment
- Legal/Institutional Analysis
- Recycled Water Supply Analysis
SLIDE 40 Input and Direction
- Comments and questions on the analysis and
recommended alternative
- Finalize the WWMP
- Interest in recycled water market
assessment/study
SLIDE 41
End of Presentation