Early SNMP Case Studies Salt and Nutrient Management Plans and Related Issues at Camp Pendleton MCB. Rob Beggs, Brown and Caldwell

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1 Early SNMP Case Studies Salt and Nutrient Management Plans and Related Issues at Camp Pendleton MCB Rob Beggs, Brown and Caldwell November 7, 2013

2 Water Sustainability for Camp Pendleton

3 Camp Pendleton Groundwater Basins 99% of the Base s water is obtained from local aquifers Supplies 41,000 military and family members on base + 60,000 commuters 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 3

4 Recycled Water Future Opportunities 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

5 South Base SNMP - Recycled Water Limitations 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 Numerical Water Quality Objectives for the Ysidora Hydrologic Area Constituent Groundwater Effluent Quality Total Dissolved Solids Chloride Nitrate (as N)

6 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 (NO 3 N) Net Change of TDS / Na / Cl / NO 3 N Mass

7 New uses of recycled water inside and outside of LSMR Basin. Recycled Water Model Inputs

8 Groundwater Modeling Results

9 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 objectives 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 outside parties upstream agencies, Regional Board, etc.

10

11 South Base SNMP Maximum Benefit Analysis 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

12 Associated and Follow-on Steps 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

13 Marine Corps Base Camp Pendleton September Feasibility Study Indirect Potable Reuse (draft stage)

14 Projects Location Brown and Caldwell 14

15 Example of Evaluation - Percolation Recharge at Rehabilitated Pond 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 Brown and Caldwell 15

16 Planning Level Project Costs for the Feasible Projects Projects that provide disposal capacity and additional water supply Projects that provide disposal capacity Brown and Caldwell 16

17 Northern Basins Salt and Nutrient Management Plan (in progress)

18 Northern SNMP - Calibration Run for TDS

19 Calibration Model Run: NO3-N

20 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 approval process

21 Questions????

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