Early SNMP Case S Early SNMP Case Studies udies Salt and - - PowerPoint PPT Presentation
Early SNMP Case S Early SNMP Case Studies udies Salt and - - PowerPoint PPT Presentation
Early SNMP Case S Early SNMP Case Studies udies Salt and Nutrient Management Plans and Salt and Nutrient Management Plans and Relat lated Issues at d Issues at Camp P Camp Pendleton MCB ndleton MCB Rob Beggs, Brown and Caldwell
Water Sustainability for Camp Pendleton
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Camp Pendleton Groundwater Basins
Southern Water System
Las Flores Basin
‐‐ 1,400 acres
Santa Margarita
River Basin ‐‐ 4,500 acres Northern Water System
San Mateo Basin
‐‐ 3,000 acres
San Onofre Basin
‐‐ 1,200 acres
- 99% of the Base’s water is
- btained from local aquifers
– Supplies 41,000 military and family members on‐base + 60,000 commuters
- Landscape Irrigation (Recreational Fields)
- Base Housing and Bachelor Enlisted Quarters
- Wash Racks
- Indirect Potable Reuse – Groundwater Recharge
- Agriculture
- Salt Water Intrusion Barrier
- Live Stream Discharge
- Supply to Off‐Base Entities
Recycled Water – Future Opportunities
- High TDS in raw
water/Groundwater
- High TDS and nutrients
in recycled water
- Stringent Basin Plan
Objectives
- Pick up of TDS and
nutrients in the collection system
- Challenging Regulatory
Environment
South Base SNMP - Recycled Water Limitations
Numerical Water Quality Objectives for the Ysidora Hydrologic Area Constituent Groundwater Effluent Quality Total Dissolved Solids 750 1054 Chloride 300 324 Nitrate (as N) 2.3 4.5
Groundwater Modeling
SOURCES + Subflow Above Diversion Streambed Infiltration
River, Tributaries Lake Releases, Ditches
Recharge Pond Infiltration Areal Precipitation SINKS – Lower Ysidora Narrows Subflow Groundwater Discharge to Stream Groundwater Pumping Evapotranspiration (NO3‐N) Net Change of TDS / Na / Cl / NO3‐N Mass
- New uses of
recycled water inside and outside
- f LSMR
Basin. Recycled Water Model Inputs
Groundwater Modeling Results
South Base SNMP Results
Table ES-10. Results and Considerations for Potential Future Management Strategies
Management Strategy Advantages Disadvantages Obstacles and Constraints
Advanced Water Treatment Plant
- Improved quality for users
- Reduces salts in wastewater
- Enhances feasibility of other
measures
- High cost
- Energy usage
- Few remaining – proceeding
to construction Salt Source Reductions
- Reduces salts in wastewater
and recycled water
- Need base order
Recycled Water Irrigation • Reduces potable water demands
- Additional regulatory approval
if Basin Plan objectives and Recycled Water Policy guidelines are exceeded Salt Water Intrusion Barrier
- Protects Lower Ysidora
- Reduces effluent outfall flows
- Localized groundwater quality
effects
- New wells needed to fully
utilize protected subbasin
- Additional regulatory approval
to locally exceed Basin Plan
- bjectives
Operational Changes
- Significant groundwater
quality improvement
- Moderate capital costs
- Higher operational costs
- Higher drought risks – less
water in storage
- Pilot testing
- Additional management
facilities Upstream Reductions
- Potentially substantial
groundwater quality improvement
- In-stream benefits
- Actions taken at sources
- Administratively more
complex
- Depends upon actions by
- utside parties – upstream
agencies, Regional Board, etc.
- Associated with antidegradation analysis or a
Basin Plan amendment
- For possible future recycled water projects with
TDS exceeding 750 mg/L, a Maximum Benefit Analysis showed several benefits and no significant constraints.
- A key consideration for the salt water intrusion
barrier project: no downgradient users
- Analysis Results – Benefits greatly outweigh
constraints
South Base SNMP – Maximum Benefit Analysis
- Study and Pilot Test to Inject Recycled Water – Completed
- Recycled Water Master Plan – Completed
- Base Order to Discontinue water softeners – to be prepared
- Off‐ Base Stakeholders’ Workshop
- Advanced Water Treatment Plant – Fall 2012 completion
- Fallbrook PUD SNMP Supplement
- IPR Study
- North Base SNMP
Associated and Follow-on Steps
Feasibility Study – Indirect Potable Reuse
(draft stage)
- Marine Corps Base Camp Pendleton
- September 25 | 2013
Brown and Caldwell
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Projects Location
Example of Evaluation - Percolation Recharge at Rehabilitated Pond
Brown and Caldwell
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Capacity Modeling
– LSMR MODFLOW model was used with particle tracking – Max percolation capacity is 2060 AFY to avoid potential FAT requirement – SMR water diverted to Percolation Ponds may qualify as the diluent water (RWC of 20%) – Percolation for 8 months‐June to January – 1 year retention time to the closest well downstream
Planning Level Project Costs for the Feasible Projects
Brown and Caldwell
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Projects that provide disposal capacity Projects that provide disposal capacity and additional water supply
Northern Basins Salt and Nutrient Management Plan
(in progress)
Northern SNMP - Calibration Run for TDS
Calibration Model Run: NO3-N
Overall Conclusions
SNMPs can be part of the core planning process for:
- More fully utilizing basin capacity
- Recycled water projects
- IPR projects
- Measures to improve groundwater quality
- Showing the value of upstream improvements to
downstream beneficial uses
- Laying out a good pathway for the regulatory