GWA Advisory Committee April 24, 2019 Agenda 1. Approval of - - PowerPoint PPT Presentation

gwa advisory committee
SMART_READER_LITE
LIVE PREVIEW

GWA Advisory Committee April 24, 2019 Agenda 1. Approval of - - PowerPoint PPT Presentation

GWA Advisory Committee April 24, 2019 Agenda 1. Approval of Minutes of April 10, 2019 2. Sustainability Indicators Land Subsidence Depletion of Interconnected Surface Water 3. Monitoring Network 4. Groundwater Dependent Ecosystems


slide-1
SLIDE 1

GWA Advisory Committee April 24, 2019

slide-2
SLIDE 2

Agenda

1.

Approval of Minutes of April 10, 2019

2.

Sustainability Indicators

  • Land Subsidence
  • Depletion of Interconnected Surface Water

3.

Monitoring Network

4.

Groundwater Dependent Ecosystems Approach

5.

Inter-basin Coordination

6.

Next Steps and Key Decisions for the GWA

7.

May Agenda Items

2

slide-3
SLIDE 3

4

Sustainable Management Criteria Definitions

slide-4
SLIDE 4

Objectives for SMC Discussion

Sustainable Management Criteria Discussion Objectives:

  • Review approach for the sustainable management criteria
  • Review policy decisions related to minimum thresholds, measurable
  • bjectives, and monitoring network, to be brought to the Board in

May

4

slide-5
SLIDE 5

Sustainability Indicators:

  • 5. Land Subsidence
slide-6
SLIDE 6

6

DRAFT Subsidence has not been Observed Historically in the Subbasin

Monitoring Stations (USGS)

slide-7
SLIDE 7

Using GW Levels as a Proxy

7

  • The use of groundwater levels as a proxy metric for this

sustainability indicator is justified by the significant correlation between groundwater levels and land subsidence and is necessary given the lack of extensive monitoring for land subsidence.

DRAFT

slide-8
SLIDE 8

Justification for Using Levels as a Proxy

8

  • Land subsidence requires two conditions – dewatering of subsurface

materials and that those dewatered subsurface materials be compressible.

  • Historical declines in groundwater levels are not known to result in

subsidence.

  • If the basin were to operate within the margin of operational flexibility

proposed for GW levels, future dewatering would take place in similar geologic units to those currently dewatered.

  • It is therefore anticipated that additional declines in groundwater levels

are unlikely to cause subsidence, as dewatered materials are expected to behave consistently with historical dewatering, which resulted in no known subsidence. Thus, the groundwater level minimum thresholds are protective against additional subsidence.

slide-9
SLIDE 9

Geologic Composition

9

Area of deepest proposed GW levels threshold (-130 ft MSL)

slide-10
SLIDE 10

B-B’ Cross-Section

10

Dewatering areas are primarily from within the Modesto/Riverbank Formation both under current conditions and at the MT condition for GW levels.

slide-11
SLIDE 11

Action – Land Subsidence

11

Action Needed: Recommendation on Sustainable Management Criteria for Land Subsidence. Policy decision will go to the Board in May.

Sustainable Management Criteria Summary – Land Subsidence

Criteria Narrative Description Minimum Threshold Consistent with groundwater levels minimum thresholds Measurable Objective Consistent with groundwater levels measurable objectives Interim Milestone Consistent with groundwater levels interim milestones Definition of Undesirable Result Consistent with groundwater levels definition of undesirable result

slide-12
SLIDE 12

Sustainability Indicators:

  • 6. Depletion of Interconnected Surface Waters
slide-13
SLIDE 13

Two Approaches

Approach 1 – Set minimum threshold and measurable

  • bjectives using stream modeling estimates

Approach 2 – Use groundwater levels as a proxy, and monitor for depletion of interconnected surface water at selected monitoring locations

13

slide-14
SLIDE 14

Depletions of Interconnected Surface Waters

14

  • Depletions are the additional losses or reduced gains in surface

water bodies caused by groundwater production.

  • Quantification of depletions is relatively challenging and requires

significant data on both groundwater levels near streams and stage information.

  • Quantification of depletions would require an estimate of losses

and gains without groundwater production, which is difficult to estimate accurately, in addition to the estimates of losses and gains with groundwater production.

slide-15
SLIDE 15

Approach 1: Set Thresholds Using Stream Modeling Estimates

Losses may be used with the understanding that these losses are correlated with depletions, even if they are also correlated with higher streamflows. Quantify modeled stream losses under non-wet conditions and establish thresholds to protect against significant and unreasonable stream depletion

15

slide-16
SLIDE 16

Approach 1: Set Thresholds Using Stream Modeling Estimates

16

DRAFT

Maximum losses occur within the wettest years, based on the San Joaquin Valley Water Year Hydrologic Classification

slide-17
SLIDE 17

Approach 1: Set Thresholds Using Stream Modeling Estimates

17

DRAFT

Removed all wet years as outliers with losses driven by high river stage and wider river conditions

Historical Simulation Maximum

  • f Non-Wet Years: 167,300 AFY

Historical Simulation Minimum

  • f Non-Wet Years: 78,100 AFY

Historical Simulation Total Range in Losses: 89,200 AFY

slide-18
SLIDE 18

Approach 1: Set Thresholds Using Stream Modeling Estimates

18

Added a buffer based on 100% of the historical range

DRAFT

Historical Simulation Total Range in Losses: 89,200 AFY Historical Simulation Maximum

  • f Non-Wet Years: 167,300 AFY

Proposed Minimum Threshold: 256,500 AFY (5-yr average of non-wet years)

slide-19
SLIDE 19

Approach 1: Measurable Objectives

19

Proposed Measurable Objective: 123,900 AFY

Measurable Objective based on average from Sustainable Simulation

Proposed Minimum Threshold: 256,500 AFY (5-yr average of non-wet years)

DRAFT

slide-20
SLIDE 20

Approach 2: Use GW Levels as Proxy

20

GSP regulations allow GSAs to use groundwater levels as a proxy metric for any sustainability indicator, provided the GSP demonstrates that there is a significant correlation between groundwater levels and the other

  • metrics. One possible approach for this is:

1) Demonstrate that the minimum thresholds and measurable objectives for chronic declines of groundwater levels are sufficiently protective to ensure significant and unreasonable occurrences of other sustainability indicators will be prevented. In other words, demonstrate that setting a groundwater level minimum threshold satisfies the minimum threshold requirements for not only chronic lowering of groundwater levels but other sustainability indicators at a given site. 2) Identify representative groundwater elevation monitoring sites where minimum thresholds and measurable

  • bjectives based on groundwater levels are developed for a specific sustainability indicator. In other words, the

use of a groundwater level minimum threshold is not intended to satisfy the minimum threshold requirements for chronic lowering of groundwater but is intended solely for establishing a threshold for another sustainability indicator.

DRAFT

slide-21
SLIDE 21

Approach 2: Details on Modeling Process

21

  • Historical depletion of interconnected surface water is not known to be

significant or unreasonable.

  • Proposed groundwater level minimum thresholds and undesirable results

have an associated level of additional depletions.

  • Depletion above that volume is not likely, as groundwater levels below

undesirable results would be required

  • The current groundwater level minimum thresholds (draft, pending final

confirmation and calls) were evaluated to check for groundwater level undesirable results (non-dry year pairings where 25% or more of wells fall below their minimum thresholds) based on existing future simulations.

slide-22
SLIDE 22

Approach 2: Results in Context with Streamflows

22

  • The sustainable simulation does not result in groundwater level undesirable results.
  • The projected conditions simulation does result in undesirable results.
  • The additional stream losses that occurred in the projected simulation compared to the

historical simulation are estimates of depletions - they can be linked to increased groundwater pumping.

  • Projected conditions simulation additional depletions over the historical simulation are

70,000 AFY - approximately 1.4% of total stream outflows.

  • An additional 70,000 AFY of stream depletion is proposed to not be considered

significant and unreasonable.

  • Depletions greater than an additional 70,000 AFY require groundwater levels that would

be classified as undesirable results under the GWL indicator. Therefore, groundwater level thresholds are protective of the depletion of interconnected surface water.

slide-23
SLIDE 23

Action – Depletion of Interconnected Surface Water

23

Action Needed: Recommendation on Sustainable Management Criteria for Depletion of Interconnected Surface Water. Policy decision will go to the Board in May.

Sustainable Management Criteria Summary – Interconnected Surface Water

Criteria Consultant Recommendation – Approach 2 (GWE as Proxy) Narrative Description Proposed Minimum Threshold

Consistent with groundwater levels minimum thresholds

Proposed Measurable Objective

Consistent with groundwater levels measurable objectives

Proposed Interim Milestone

Consistent with groundwater levels interim milestones

Proposed Definition of Undesirable Result

Consistent with groundwater levels definition of undesirable result

slide-24
SLIDE 24

4

Sustainability Goal

slide-25
SLIDE 25

Sustainability Goal

25

  • The sustainability goal succinctly states the GSAs’ objectives and desired

conditions of the Subbasin. The proposed Sustainability goal description for the Subbasin is: to maintain an economically-viable groundwater resource for the beneficial use of the people of the Eastern San Joaquin Subbasin by operating the basin within its sustainable yield or by modification of existing management to address unforeseen future conditions.

  • The exact wording of the sustainability goal for Eastern San Joaquin Subbasin

is still under development. A discussion measures and an explanation of how the goal will be achieved in 20 years will be presented at a later time.

slide-26
SLIDE 26

4

Monitoring Network

slide-27
SLIDE 27

Representative Monitoring Network Wells

Includes:

Dedicated Threshold Wells for GW Levels (19) Dedicated Threshold Wells for GW Quality (10)

DRAFT

27

slide-28
SLIDE 28

Broad Monitoring Network

  • Representative

monitoring and additional broader network

DRAFT

slide-29
SLIDE 29

Monitoring Well Density DRAFT

Network Type Density (Wells per 100 sq. miles)

Representative Network – Water Quality & GW Levels 2.6 Representative Network – Water Quality 0.9 Representative Network – GW Levels 2.6 Broad Network – Water Quality & GW Levels 13 Broad Network – GW Levels 8.6

DWR recommends a monitoring network density of 0.2-10 monitoring wells per 100 sq. miles

29

slide-30
SLIDE 30

Action – Monitoring Network

30

Action Needed: Recommendation on monitoring locations, constituents sample, and frequency of sampling in the GSP monitoring network. Policy decision will go to the Board in May.

Well Type # Monitoring Network

Constituent Monitored

Proposed Frequency Elevation Water Quality

Dedicated Level Threshold 19 Representative Monitoring X Quarterly Dedicated Groundwater Quality Threshold 10 Representative Monitoring X X Semi-Annually CASGEM Wells (Official) 76 Broad X Semi-Annually Nested &/or Clustered Wells 21 Broad X X Semi-Annually TSS Wells + 10 New Wells (Planned) 13 Broad X X Semi-Annually Additional local wells in water quality network 5 Broad X X Semi-Annually

slide-31
SLIDE 31

Groundwater Dependent Ecosystems

slide-32
SLIDE 32

32

  • Today we are presenting the methodology for identifying GDEs in

the Subbasin

  • GSA Staff and GW Sustainability Workgroup has seen draft GDE

areas, methodology and feedback has been requested (Workgroup did an exercise to mark up maps)

Methodology and Results

slide-33
SLIDE 33

33

  • DWR’s Natural Communities Commonly Associated with

Groundwater (NCCAG) dataset was used, developed with The Nature Conservancy

  • Areas with access to supplemental water supplies were removed,

including

▪ Managed wetlands and areas without shallow groundwater ▪ Areas adjacent to canals and ditches, irrigated ag fields, losing

streams, perennial rivers, and managed wetlands.

Preliminary Methodology for Assessing GDEs

slide-34
SLIDE 34

34

Full NCCAG Dataset

slide-35
SLIDE 35

35

Identifying NCCAGs Likely to Access Non-groundwater Water Supplies

Buffers Used

DTW 30+ ft. Drawn from area of shallow DTW measurements Managed Wetland 150 ft. Adjacent to Ag. 50 ft. Losing or Perennial Streams 150 ft. Canals and Ditches 150 ft.

slide-36
SLIDE 36

36

Incorporating Stakeholder Comments

  • Areas shown in

purple were removed as potential GDEs from stakeholder feedback (groundtruthing)

slide-37
SLIDE 37

37

Identified Potential GDEs

  • Areas identified as

potential GDEs

slide-38
SLIDE 38

4

Inter-basin Coordination

slide-39
SLIDE 39

Inter-Basin Coordination

Next Step: Reach out to neighboring subbasins

  • Cosumnes (2022 timeline)
  • South American (Alternative plan)
  • Solano (2022 timeline)
  • Tracy (2022 timeline)
  • Modesto (2022 timeline)
  • East Contra Costa (2022 timeline)

39

slide-40
SLIDE 40

Next Steps and Key Decisions for the GWA

slide-41
SLIDE 41

Next Steps

  • Final coordination with GSAs on minimum thresholds
  • These items will be presented to the GWA Board at

the May Board meeting

41

slide-42
SLIDE 42

GWA Advisory Committee April 24, 2019