GROUNDWATER & SGMA 101

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GROUNDWATER & SGMA 101 Santa Cruz Mid-County GSA Public Orientation Workshop #1 Presenter: Derrik Williams, HydroMetrics Water Resources Inc. Thursday, October 5, 2017

Session Objectives 1. Understanding fundamental hydrogeologic terms and concepts needed for Sustainable Groundwater Management Act (SGMA) and groundwater modeling 2. Understanding the background, purpose, and basics of developing a Groundwater Sustainability Plan (GSP) under SGMA

Groundwater 101

Groundwater 101 Outline 1. Basic groundwater flow and properties 2. Measuring groundwater 3. Groundwater budgets 4. Advanced topics a. Seawater intrusion b. Groundwater / surface water interactions c. Aquifer recharge d. Land subsidence

Basic Groundwater Flow & Properties

What is Groundwater? Groundwater is water flowing in sediments or rock fractures This is not the legal definition, it is a practical definition Sediments can be sands, gravels, silts, or clays Few, large pores between sand grains Many, small pores between clay particles

Hydraulic Conductivity (K) - Measures Ease of Flow The large pores between the sand grains are larger, allowing water to flow more rapidly. High hydraulic conductivity The pores between the clay platelets are small, slowing down the flow of water. Low hydraulic conductivity Few, large pores between sand grains Many, small pores between clay particles

Directional Hydraulic Conductivity (Anisotropy) Lower K and Flow Rate Water molecules bump into fewer clay particles moving horizontally than moving vertically Higher K and Flow Rate

Groundwater Flow Water flows from high to low elevations A contour line represents equal groundwater elevation Groundwater elevation (or head) is the level of groundwater above or below sea level

Hydraulic Gradient (i) Hydraulic gradient (i) Elevation drop Horizontal distance 40 ft amsl Elevation Drop = 30 ft Hydraulic Gradient (i) = 0.007 10 ft amsl Horizontal Distance 3,960 ft amsl = above mean sea level

Darcy s Law of Groundwater Flow Groundwater Flow (Q) depends on: Horizontal Distance 1. Hydraulic conductivity (K) 2. Hydraulic gradient (i) Elevation Drop 3. Cross-sectional area of flow (A) Q = KiA Area Hydraulic conductivity (K) Flow (Q)

Storage and Specific Yield (Sy) Storage how much water is in the pores of an aquifer Most storage changes occur in shallow unconfined aquifers Specific Yield is the amount of water that drains from an unconfined aquifer For an Sy of 0.17, two inches of recharge raises groundwater levels in your well almost one foot Drain 1 cubic foot of saturated sediments Get 0.15 to 0.3 cubic foot of water (Sy commonly between 0.15 and 0.3 for sands)

Effects of Groundwater Pumping

Effects of Groundwater Pumping Three Effects 1. Remove Groundwater from storage (lower basin groundwater levels) 2. Cone of depression (locally lower groundwater levels) 3. Interference with nearby wells

Aquifers and Aquitards

Lateral Variability Adds Complexity

Measuring Groundwater How do we know what we know?

Almost all Data Comes from Groundwater Wells Geology is known from well cuttings

Groundwater Elevation Groundwater Levels Basic measurement in hydrogeology Used to plot hydrographs Used to contour groundwater elevations 30 25 20 15 10 5 0 Groundwater Elevation Hydrograph SC-22AAA

Measuring Aquifer Properties Measured at individual wells Field measurement of K and SY from aquifer tests of wells These are local estimates only Santa Margarita Injection Test 10 1 10 0 W(u,r/B) 10-1 10-2 10-3 10-4 10-1 10 0 10 1 10 2 10 3 10 4 10 5 First Injection Cycle (8640 minutes) 1/u

Hydrogeologic Interpretation Data only collected at wells Everything else is interpretation

Groundwater Budgets

Inflow Outflow = Change in Storage Inflow Outflow Change in Storage

Inflow Outflow = Change in Storage Difficult and complex to estimate all of these items accurately Inflow (Intermittent) Direct percolation of precipitation Streambed percolation Managed aquifer recharge Return flow from irrigation Return flow from sewer and water transmission losses, and septic tanks Subsurface Outflow Outflow (Continuous) Evapotranspiration Well pumping Streams and Creeks Springs Change in Storage Subsurface Inflow Seawater Intrusion

Overdraft Overdraft is the persistent loss of USABLE groundwater in storage Usually accompanied by persistent lowering of groundwater elevations In the Santa Cruz Mid-County Basin, lowered groundwater elevations due to overdraft are masked by seawater intrusion. Simply maintaining groundwater elevations is NOT an indicator of no overdraft The State of California has declared the Santa Cruz Mid-County Basin as critically-overdrafted

Advanced Topics

Seawater is Heavier than Fresh water fresh water seawater

Higher Freshwater Elevation Needed to Balance Seawater Protective Elevation fresh water seawater Sea Level

Freshwater Outflow Necessary to Prevent Seawater Intrusion

Groundwater / Surface Water Interactions

Managed Aquifer Recharge Water Types Storm Runoff River Water Desalinated Water Very Highly Treated Water

Managed Aquifer Recharge Methods Percolation In-Lieu Injection (ASR)

Land Subsidence Mining groundwater beneath thick clay layers (e.g., many basins in CA) Drainage of organic soils (e.g., Sacramento-San Joaquin Delta) Unlikely a problem in the Mid-County Basin, but must be addressed

Questions

SGMA 101

SGMA 101 Outline SGMA History What is SGMA? Who does SGMA Apply To? Groundwater Sustainability Plans

Groundwater Management History State Water Resources Control Board Managed surface water use since 1914 Very limited authority to manage groundwater use Results in two separate water management systems Groundwater in California historically managed by: Groundwater Management Plans (AB3030/SB1938) Adjudications (Seaside Basin) Special districts (PVWMA) Potential County police authority

AB3030/SB1938 Groundwater Management Plans A Good Start at Local Groundwater Management, but Voluntary Local agencies lack some authorities for strong oversight No state oversight of progress Limited definition of what constitutes acceptable groundwater management

The Sustainable Groundwater Management Act (SGMA) Passed in September 2014 A compromise between one faction wanting State regulation of groundwater rights, and one faction insisting on local management. Locally driven Groundwater is best managed locally, but this comes with responsibilities Local definition of what constitutes sustainability Locally agreed to plans for achieving sustainability State backstop State can temporarily take over groundwater management if a basin fails to meet certain requirement or milestones in SGMA

Who Does SGMA Apply To? There are 515 groundwater basins in the State SGMA applies to the 127 high and medium priority basins 21 basins are critically-overdrafted Santa Cruz Mid-County Pajaro Valley Part of Salinas Valley

Local Basins

SGMA is Implemented by New Agencies Groundwater Sustainability Agencies (GSA) GSAs are locally defined, but must comprise existing public agencies with water or land use authority City of Santa Cruz County of Santa Cruz Soquel Creek Water District Central Water District Potentially others GSAs must take public input, and acknowledge the needs of all the beneficial uses and users of groundwater

GSAs Get New Authorities Raise funds Regulatory fees Taxes on land, pumping, etc. Register wells Require pumping be measured and reported Control well spacing Regulate pumping amounts Buy, trade, or sell water Do whatever necessary and proper to carry out SGMA s purposes

SGMA Timeline SGMA Start Jan 1, 2015 Basin Modification 2016 GSA Formation 2017 GSP Development 2018 Jan, 31 2020 2020 2040 Achieve Sustainability within 20 years 2040 2070 Maintain Sustainability for next 30 years

Groundwater Sustainability Plans (GSP) SGMA requires critically-overdrafted high and medium priority basins to be managed under a GSP by January 31, 2020 DWR Info on GSPs: http://www.water.ca.go v/groundwater/sgm/pd fs/gsp_emergency_reg ulations.pdf GSP Contents 1. Admin. Info 2. Basin Setting 3. Sustainable Management Criteria 4. Monitoring Networks 5. Projects & Management Actions

What is Sustainability? All hinges on avoiding undesirable result Sustainability Goal Sustainable Groundwater Mgmt. GSP Implementation Sustainable Yield - Achieved by 2020 - Avoid undesirable results SGMA Workshop in November will have more detail on sustainability criteria Undesirable Results Significant & unreasonable

GSP Ultimate Goal According to the California Constitution, the waters of the State shall be, put to beneficial use to the fullest extent of which they are capable in the interest of people and for the public welfare. In other words Manage sustainably Avoid waste Promote the economy, society, and the environment

Questions