kings river annual groundwater report 2009 - 2010

Upload: kings-river-conservation-district

Post on 06-Apr-2018

223 views

Category:

Documents


0 download

TRANSCRIPT

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    1/38

    Kings River service area

    Annual groundwater

    report

    For the period covering

    2009-2010

    Kings River conservation district

    Fresno, CA

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    2/38

    Table of Contents

    Introduction . . . . . . . . 1

    Objective . . . . . . . . 2

    Groundwater Study . . . . . . . 3

    Results . . . . . . . . 5

    2009-2010 . . . . . . . 5

    2003-2010 . . . . . . . 5

    Future Reports . . . . . . . 7

    Conclusion . . . . . . . . 8

    Figures

    Figure 1: 2010 Monitored Wells . . . . . 9

    Figure 2: Depth to Groundwater, Spring 2009 . . . 10

    Figure 3: Groundwater Surface Elevation, Spring 2009 . . 11

    Figure 4: Depth to Groundwater, Spring 2010 . . . 12

    Figure 5: Groundwater Surface Elevation, Spring 2010 . . 13

    Figure 6: Change in Depth to Groundwater,

    Spring 2003 to Spring 2010 . . . . . 14

    Appendix

    Appendix 1: Raw Well Data, Spring 2003,

    Spring 2009-Spring 2010 . . . . . 15

    Appendix 2: Raw Well Data Acquisition and Preparation . 34

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    3/38

    INTRODUCTION

    The Kings River Conservation District (KRCD) is a political subdivision of theState of California and was formed by the California Legislature with the passage of the

    Kings River Conservation Act in 1951. The KRCD covers an area of approximately

    1,240,000 acres in the central San Joaquin Valley which includes portions of Fresno,Kings, and Tulare Counties. The KRCDs boundaries encompass the entire service areaof the Kings River, which is the primary source of surface water for the area. The

    KRCDs boundaries and the study area of this report are shown in figure 1. The study

    area is focused on the Kings River groundwater basin.

    The flow of water in the Kings River is variable from year to year. During

    normal (average natural flow at Pine Flat Dam assuming no interference by storage)

    and dry (when runoff is less than normal) years, the available surface supply does notmeet the total water demand of the service area. When such a shortage of water exists,

    the deficiency is remedied by the pumping of groundwater which may result in a drop in

    the water table. During the years when runoff exceeds normal, commonly referred to aswet years, the water table may rise due a decrease in pumping and an increase in

    natural recharge. The conversion to high frequency irrigation systems has created a

    condition where some wells are in near constant (daily) operation during the irrigation

    season.

    The KRCD initiated a groundwater study in 1987 to monitor the trends within the

    service area. This report is a continuation in the series of groundwater reports whichpresents groundwater data and analysis pertinent to the KRCD on an annual basis. Prior

    to 1990, reports were produced semiannually, one for each spring and fall measurement

    period. Based on the nature of the available data, reports will be presented using the

    Spring observations for each year.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    4/38

    2

    OBJECTIVE

    The objective of this report is to present groundwater conditions within the KingsRiver groundwater basin (referred hereafter as study area) as they existed during the

    Spring of 2010, and to compare those conditions with previous years. It has been

    determined that a fixed point is necessary to establish long term trends in the groundwatersupply, so the conditions present during the Spring of 2003 will be the reference point forthis and future reports, until such time as significant changes to the methodology used are

    made. The advent of the CASGEM (California Statewide Groundwater Elevation

    Monitoring) program in 2011 along with the inclusion of data generated in accordancewith the SB 1938 groundwater management plans for the Kings Basin will substantially

    alter the content of this report, allowing for the establishment of new baselines.

    Due to the low quality/quantity of the Fall data obtained, comparisons from Fallto Fall will not be analyzed in this report. A review of the Fall data available shows

    considerably less well data for the region when compared to the Spring data, and thus the

    quality of the maps would be degraded due to the increase in interpolation needed togenerate water level contours. Actual recorded water depths used in this report are

    attached in Appendix One.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    5/38

    3

    GROUNDWATER STUDY

    The basis for the groundwater study is data derived from measurements of thedepths to groundwater in wells throughout the Kings River groundwater basin. The

    measurements are taken by a variety of local, city, state, and federal agencies. The data is

    supplied to the KRCD by the California Department of Water Resources (DWR).

    Not all of the wells within a geographic area are sampled every year, for a variety

    of reasons. Those data points were eliminated from the database prior to analysis.

    Common reasons for exclusion include but are not limited to the following: pump inoperation, pump recently in operation, pump not accessible, sounding not possible at time

    of sampling, and sampling not possible within sampling window. The data analysis for

    this report was hampered by the lack of data from the Consolidated Irrigation District for

    the Spring of 2010. The data was not collected due to internal issues within the District.As a result, the changes in volume calculations were run with and without the irrigation

    districts surface area, with both sets of data being presented.

    In order to perform a groundwater study that is focused on the Kings River

    service area, a roughly defined buffer is established around the known boundaries of the

    KRCD, and any wells outside of this buffer are excluded. A detailed explanation of the

    well selection and map creation process is listed in Appendix A.

    It is known from previous studies that groundwater anomalies exist south of the

    Kings River channel, and every effort to exclude these data points was made so as toinsure that the contours presented are accurate. These anomalies have been determined to

    be multiple aquifers (one unconfined, two confined) present just south of the Kings River

    channel and the uncertainty of the well construction of the monitored wells in that region.

    The Tulare Lake basin, while inside the Kings River service area, is excluded from thecurrent analysis due to the lack of wells, the depth of the construction of the wells within

    that region, and the general makeup of the soils (moderate to heavy clays). It is for these

    reasons that the study area of this report is defined as the region between the Kings Riverto the south, Westlands Irrigation District to the west, the San Joaquin River to the north,

    and the eastern boundary of Alta Irrigation District to the east.

    It should be noted that the data contained within this report is only comparable to

    data contained in similar reports from Fall 1989 on. Prior to that report, a 140,000 acre

    section of what is now the KRCD service area was not included within the groundwater

    storage calculations, as it resided outside of the then district boundaries.

    When analyzing the groundwater data that is compiled by the Bureau of

    Reclamation (Bureau) or other sources, it is important to realize that there are several

    factors which can lead to the lack of quality control of the data that has been collected.First, the complexity and size of the data collection program can lead to less than perfect

    results. Second, variations in measurement technology, expertise of personnel and date

    of measurements among the agencies, can contribute to the lack of quality control in datacollection. A final factor that contributes to inaccurate data is the lack of information

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    6/38

    4

    regarding well construction. Many wells are driven through several water bearing

    formations and are screened for long distances. Therefore, some data may represent a

    composite of depths to water for confined and unconfined aquifers and not the depth towater in a specific aquifer. Multiple formations are more common near the Kings River,

    thus leading to the exclusion of data to the south of the channel. The CASGEM program

    is designed to eliminate many of these factors.

    Figure 1 shows the two management areas that the Kings River Conservation

    District established when these areas were annexed into the district. As the District is

    now working on a whole basin approach under the requirements of SB 1938 andCASGEM and its parallel Integrated Water Management Plans for the Upper Kings

    Basin, these areas will be merged into a single special study area with additional

    monitoring done by KRCD staff.

    Future improvements to this report (2011-2012) will include a description of the

    establishment of a subsidence monitoring grid (along with data when available), an

    expansion of the area covered to include the Tulare Lake Basin, and the identification ofrepresentative wells and hydrographs showing long term trends. Incorporation of longer

    term historical data is also planned to improve the evaluation of the groundwater trends

    within the basin as a whole.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    7/38

    5

    RESULTS

    2009-2010

    The 2009-2010 analysis is complicated by the lack of well data from the

    Consolidated Irrigation District (CID). The CID covers an area of 160,000 acres in theeastern and central portions of the Kings River groundwater basin. Approximately 50monitoring points are affected. The CID does receive considerable amounts of surface

    water from the Kings, but the majority of growers within the district rely on pumped

    groundwater.

    The CID is located at the base of the Kings River alluvial fan, and thus has

    considerable recharge potential within the Kings Basin.

    Two analyses were attempted on the available data; one with the CID acreage (but

    no well data) included, and a second with the CID acreage deducted from the total area of

    the groundwater basin. The two analyses are present in the following table.

    With CID Without CID

    Focus Area Total Acres 1,119,894 960,040

    Gross Change in Volume (Acre Feet) 289,898 1,616,575

    Gross Change in Water Surface Elevation (ft) 0.26 1.68

    Change in Net Volume (Acre Feet) 33,628 187,523

    Change in Net Water Surface Elevation (ft) 0.03 0.20Assumptions: Net Volume adjusted using 11.6 percent Specific Yield (23.2 percent porosity)

    The slight increase in depth to groundwater seen when the CID acreage is retained

    reflects a groundwater condition that is static between 2009 and 2010. Remove the CID

    acreage from the total area analyzed, and the increased depth to groundwater more

    closely follows the expected pattern.

    A comparison of the Spring 2009 and the Spring 2010 depth to groundwater maps

    (Figures 2 and 4) shows that the 60-ft contour line has retreated eastward in 2010, andthat the region between 60 and 80 feet has expanded. Also, the area covered by the 60-ft

    contour in the eastern portion of the basin has increased greatly (less area covered by the

    40-ft contour).

    In the western portions of the basin, the 200-ft contour has expanded greatly and a

    220-ft contour has appeared. These observations would support the results seen in the

    Without CID analysis for the change in volume calculation.

    With either analysis, it would appear that the groundwater levels within the Kings

    River groundwater basin remained relatively static during the study period.

    Figure 5 shows the groundwater levels as feet above (or below) mean sea level.

    This is a standard analysis for groundwater reports, but it is not as useful as the maps that

    show depth to groundwater, corrected for local surface elevations.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    8/38

    6

    2003-2010

    The map shown in Figure 6 shows that for the 2003-2010 time period, themajority of the groundwater basin had generalized declines in groundwater elevations of

    20 feet, except in the western portions of the basin where 40 foot declines were more

    common. Limited areas of recovery exist in the Clarks Fork/Crescent bypass area in thesouthwest corner and in a limited area along the San Joaquin River on the Madera Countyside.

    The long term analysis was also affected by the missing Consolidated IrrigationDistrict data. This data is more confused, as the analysis with the CID acreage shows the

    decline in water levels/storage, but the removal of the CID area showed a strong recovery

    in groundwater levels. The analysis numbers are presented below.

    With CID Without CID

    Focus Area Total Acres 1,119,894 960,040

    Gross Change in Volume (Acre Feet) 14,302,945 -6,865,009

    Gross Change in Water Surface Elevation (feet) 12.77 -7.15Change in Net Volume (Acre Feet) 1,659,142 -796,341

    Change in Net Water Surface Elevation (feet) 1.48 -0.83Assumptions: Net Volume adjusted using 11.6 percent Specific Yield (23.2 percent porosity)

    Comparing the above data with previous groundwater reports, it would appearthat the With CID data is more consistent with both the previous reports and the

    observed results from the 2009-2010 analysis.

    It would also appear that the only lingering effect of the 2005-2006 water year

    (the last wet year covered in these reports) is the corner of the basin surrounding the

    Crescent Bypass and Clarks Fork. These are the only areas within the groundwater

    basin that continue to show recovery in groundwater levels.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    9/38

    7

    Future Reports

    The 2011-2012 Report will begin the process of incorporating an analysis ofsubsidence within the groundwater basin, as well as bringing back the Spring and Fall

    water level analyses to this report. With these substantial changes in the report structure,

    the groundwater levels observed in 2011 will become the new baseline, replacing the2003 groundwater levels. Long term analysis of Spring groundwater levels will still bepossible, and this information will be considered for inclusion in the new reports.

    The KRCD has completed the process of physically locating existing benchmarksto infill the survey grid created by the known reference stations for the land subsidence

    studies. This study is mandated by the requirements of SB 1938 for groundwater

    management plans. The specific methodology for the survey and data analysis will be

    included with that report.

    With the development of the CASGEM program, KRCD acts as the reporting

    agency for groundwater data in the Kings, Tulare Lake, and portions of the Tule Riversub-basins. The KRCD coordinates the sampling times, collects and formats the data,

    and reports the results to DWR twice yearly. Since the KRCD can guarantee that the data

    is collected and that the windows of collection are as narrow as possible, the quality of

    the data collected will be improved.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    10/38

    8

    CONCLUSION

    The overdraft of the Kings Basin continues to be a major long term problem,although the lingering effect of the 2005-2006 water year has slowed the decline

    temporarily. The missing data from the Consolidated Irrigation Districts service area

    has complicated the analysis of both year to year and longer term trends. A reset of thelong term baseline in the 2010-2011 report, along with the implementation of theCASGEM monitoring program will improve overall data quality.

    The cutoff of State and Federal water to the Westside appears to have acceleratedthe decline in the western portions of the basin. The continuing drop in groundwater

    storage is highly indicative of the increasing demands upon the groundwater resources of

    the basin and the need to improve groundwater recharge capacity throughout the basin.

    Additional structures need to be built to contain and distribute flood releases (conjunctiveuse, in lieu recharge) from the Kings when available, thus promoting recharge of the

    aquifer. Additional conveyances should also be considered to move water from known

    areas of artificially high water tables to those areas where overdraft is having a severeimpact.

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    11/38

    D

    D

    D D

    DDD

    D D

    DDDDDD

    DDDD

    DD

    DDDD

    D

    DD

    D

    D DD

    D

    D

    D

    DDD

    D

    DD

    D

    D

    D

    D

    DD DDDDDDDDDD

    DD

    D

    D

    DDD

    DDDD

    DD

    D

    DD

    D

    D

    DD

    DD

    D

    D D

    D

    DD

    D

    D

    D

    D

    D

    D

    D

    D

    DD

    DD

    D D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    DD

    D D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    DD

    D

    D

    D

    D

    D

    D DD D D

    DD D D DD DD

    D D D DD D D D D

    DD D

    D D DD

    DD DD DDDDD

    D DD DDD

    D D DD DD

    D D DDDD DD

    D D DD

    DD D D

    D DD DDD DD D

    DD

    DD D

    DDD

    DD DD D

    D DD D

    DD D D D

    DD D DD

    D D DD DDD

    D DD

    D DD

    DD D

    DD

    DD D

    DDD

    D D D

    D DD D

    DD D

    D

    DD D D

    D DD D D

    DDD DD D D DDDD

    DDDD

    DD DDDDD

    D DDD DD

    DD

    DD DD D D D DDD DD

    D D

    D

    D

    DD

    D

    D

    D

    DD

    D

    D

    D

    D

    D

    D

    D

    D

    DD

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    D

    DD

    D

    D D DD DDDD D D DD

    D DDD

    DDD DD D D DD DD

    DDD

    D D D D D DD DD DD DD

    DDD DD

    D D DD DDD D

    DD DD D D DD D DD D

    DD DD D

    DDD DD D D D D D DD

    D DD D D D DD

    DDD D

    DD D DDDD

    D DD

    D

    DD D

    D

    DD D D

    DDDDD

    DD DD DD D DDD

    DDD D

    DD D DDD DD

    DD D DD DD

    D D DD DDDDD DD

    D D DDD DD DD

    D DD D DD

    D DD DDD

    D DD DDD D D D

    DDD D

    D D DD DD D D

    D D D DD DDD DD

    D D DD D

    D DD DD DDD DD

    D DDD

    DD

    DDD

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    MGMT AREA A

    MGMT AREA B

    AVENAL

    LEMOORE

    HANFORDLEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    LegendKRCD Groundwater Management Areas

    D Wells

    NO DATAAVAILABLE

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    12/38

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    AVENAL

    LEMOORE

    HANFORDLEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    80

    60

    100

    120

    140

    40

    160

    180

    200

    20 0

    220

    20

    100

    60

    80

    60

    100

    40

    200

    40

    40

    80

    40

    40

    60

    160

    60

    120

    40

    14

    0

    140

    80

    60

    40

    180

    Legend

    Reservoirs

    KRCD Boundary

    Groundwater Gradient

    W t T bl D i

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    13/38

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    AVENAL

    LEMOORE

    HANFORDLEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    190

    230

    210

    250

    270

    90

    170

    150

    110

    130

    70

    290

    50

    310

    10

    330

    30

    350

    370

    390

    -10

    410

    50

    190

    -10

    170

    10

    230

    90

    50

    190

    210

    330

    350

    Legend

    Reservoirs

    KRCD Boundary

    Groundwater Gradient

    High Elevation Water Table

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    14/38

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    80

    60

    100120

    140

    160

    180

    40

    200

    20

    0

    220

    240

    40

    40

    80

    220

    160

    80

    80

    140

    80

    120

    80

    140

    20

    60

    100

    80

    200

    60

    120

    100

    100

    60

    60

    60

    120

    40

    60

    60

    100

    100

    80

    120

    40

    60

    100

    100

    60

    160

    40

    AVENAL

    LEMOORE

    HANFORDLEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    Legend

    Reservoirs

    KRCD Boundary

    Groundwater Gradient

    W t T bl D i

    NO DATAAVAILABLE

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    15/38

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    220

    260

    80

    60

    100

    0

    320

    340

    360

    40

    140

    160120

    300

    220

    280

    380

    200

    180240

    260

    20

    400

    420

    -20

    220

    220

    60

    180

    100

    160

    280

    420

    120

    120

    240200

    80

    320

    160

    180

    120

    -2

    0

    200

    160

    360

    140

    140

    80

    60

    200

    100

    120

    180

    0

    340

    160

    300

    200

    140

    140

    300

    380

    200

    260

    AVENAL

    LEMOORE

    HANFORD

    LEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    Legend

    Reservoirs

    KRCD Boundary

    Groundwater Gradient

    High Elevation Water Table

    NO DATAAVAILABLE

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    16/38

    Millerton Lake

    Pine Flat Reservoir

    Friant Dam

    Pine Flat Dam & Power Plan

    5

    |}198

    |}41

    |}99

    |}41

    |}180

    |}145

    |}99

    |}43

    0

    -20

    20

    406080

    -40

    100

    120

    160

    180

    200

    -60

    -80

    0

    -20

    -20

    -40

    20

    -40

    0

    0

    -20

    0

    -20

    -60

    -20

    0

    0

    -20

    -20

    -60

    20

    0

    0

    -40

    -60

    -20

    0-40

    0

    0

    -20

    40

    -40

    0

    -20

    -20

    20

    0

    -20

    -20

    40

    -20

    0

    60

    -40

    20

    20

    0

    -200

    80

    -40

    -20

    -20

    100

    -40

    0

    0

    -40

    -20

    -20

    0

    0

    0

    0

    -20

    -40

    0

    -20

    -40

    0

    0

    -20

    -20

    -40

    0-

    20

    -20

    0

    -40

    AVENAL

    LEMOORE

    HANFORD

    LEMOORE NAVAL AIR STATION

    CORCORAN

    SANTA ROSA RANCHERIA

    VISALIA

    TULARE

    DINUBA

    EXE

    FARMERSVILLE

    WOO

    L

    FRESNO

    CLOVIS

    SELMA

    SANGER

    REEDLEY

    COALINGA

    KERMAN

    FOWLER

    PARLIER

    MENDOTA

    KINGSBURG

    Legend

    Reservoirs 1 Depth to Groundwater Downtrend

    NO DATAAVAILABLE

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    17/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)

    12S17E26B001M 235 DWR 159 74 DWR 156 82

    12S17E26N001M 233 FID 155 83 DWR 149.5 83.5

    12S17E32G001M 217 DWR 162 68 DWR 154 90

    12S17E34A001M 230 DWR 139.5 90.5

    12S17E34D001M 224 DWR 162 72 DWR 146 94

    12S17E34R001M 234 DWR 166 73 FID 162 78 DWR 151 83

    12S17E35R001M 239 DWR 170 73 FID 166 78

    12S17E36K001M 242 DWR 163.1 79.9

    12S18E25B001M 284 DWR 189 91 192

    12S18E25M001M 280 DWR 184 90

    12S18E26D001M 274 DWR 183 93 FID 182 98

    12S18E26L001M 276 DWR 186 94 DWR 177.5 98.5

    12S18E26R001M 280 DWR 179 88 DWR 186 82

    12S18E28J001M 267 DWR 171 83 FID 167 84

    12S18E31J001M 254 DWR 183 78 DWR 170.1 83.9

    12S18E33D001M 261 FID 193 78

    12S18E34F001M 269 DWR 193 76

    12S18E34L001M 269 DWR 193 85 FID 190 86 DWR 189.1 79.9

    12S18E35G001M 278 DWR 189.5 88.5

    12S19E20D001M 293 DWR 196 104 FID 124

    12S19E21B001M 300 DWR 0 135 DWR 175.9 124.1

    12S19E26C001M DWR 205 102 FID 206 103

    12S19E28A001M 307 DWR 211 94 DWR 212 96 DWR 206.9 100.6

    12S19E28P001M 305 DWR 189 112 FID 186 117 DWR 209.7 95.3

    12S19E29A001M 301 FID 207 95 DWR 170.4 130.6

    12S19E33P001M 301 FID 206 111

    12S19E35A001M 250 FID 206 120 DWR 250 0.512S19E35Q001M 323 FID 193 139

    12S19E36J001M 360 FID 192 147

    12S19E36Q001M 332 DWR 245 52

    12S20E13D001M 388 DWR 236 152

    12S20E13E001M 388 DWR 249 138

    12S20E13H001M 387 FID 220 196

    12S20E15A001M 361 DWR 36

    12S20E20A001M 278 FID 217 149 DWR 258.7 18.3

    12S20E23D001M 365 FID 214 142

    12S20E23M001M 355 DWR 244 118

    12S20E25E002M 362 DWR 224 142

    12S20E25H001M 366 FID 203 169

    12S20E26A001M 350 FID 201 160

    12S20E26K001M 360 DWR 205 148

    12S20E26P001M 353 FID 206 163

    12S20E27H001M DWR 203.6 162.7

    12S20E27L001M 358 FID 200 152

    12S20E27N001M 323 FID 199 150

    12S20E32A001M 347 FID 210 153

    12S20E34K001M 360 DWR 211 149

    12S20E36J001M 360 FID 208 161 DWR 197.1 162.9

    12S21E16B001M 400 DWR 277 117

    12S21E17D001M 394 DWR 302 87

    12S21E17G001M 389 DWR 297 91

    12S21E17L001M 388 DWR 270 120

    12S21E18H001M 390 DWR 265 123 DWR 260 128

    12S21E18J001M 390 DWR 221 155 DWR 225 156 DWR 260 128

    12S21E19D001M 376 DWR 300 78 DWR 292 90

    12S21E19J001M 376 DWR 278 95 DWR 233 142 DWR 288.5 89.5

    12S21E19Q001M 373 DWR 309 72 DWR 84 DWR 228 145

    12S21E26M001M 403 DWR 346 48

    12S21E26M002M 393 DWR 303 76 DWR 303 83

    12S21E29K001M 379 DWR 298 80 DWR 86 DWR 295 84

    12S21E29Q001M 376 DWR 211 152 DWR 289.5 87.5

    12S21E31C001M 363 FID 185 16612S21E31M001M 361 FID 181 141

    12S21E32K001M 370 FID 220 135

    12S21E32Q001M 370 DWR 298 78

    12S21E33D001M 376 FID 276 98

    12S21E33P001M 374 FID 244 121

    12S21E33P002M 371 DWR 330 60

    12S21E35A001M 402 DWR 352 50 DWR 344 58

    12S21E35B001M 402 DWR 343 56 DWR 336 66 DWR 342.2 59.8

    12S21E35K001M 399 DWR 332 60 DWR 326 68 DWR 329.9 69.1

    12S21E35Q001M 392 DWR 373 46 DWR 356 63 DWR 324.9 67.6

    12S21E36H001M 418 DWR 356.3 62.7

    12S21E36J001M 419 DWR 354 56 DWR 343 63

    12S21E36K001M 409 DWR 345.6 63.4

    State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    18/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    12S22E26L001M 485 DWR 392 38 DWR 382 50

    12S22E30N001M 430 DWR 377.3 52.7

    12S22E32R001M 438 DWR 376 56

    12S22E32R002M 432 DWR 130 61 DWR 132 64

    13S16E26A001M 191 DWR 119 72 DWR 132 66 DWR 118.8 72.2

    13S16E26J001M 191 DWR 120 70 DWR 124 76 DWR 116.7 74.3

    13S16E26L001M 190 DWR 118 57 DWR 119 59 DWR 112.9 77.1

    13S16E32E001M 175 DWR 102 73 DWR 118 59 DWR 110.6 64.4

    13S16E32F001M 175 DWR 112 64 DWR 105 70 DWR 109.3 65.7

    13S16E33B002M 176 DWR 115 60 DWR 98.6 77.4

    13S16E33F001M 175 DWR 104 68 DWR 103.5 71.5

    13S16E33J001M DWR 113 62 DWR 66 DWR 101.5 74.5

    13S16E33L001M 175 DWR 105 77 DWR 104.2 70.8

    13S16E34C001M 182 DWR 115 71 DWR 106 76

    13S16E34C002M DWR 116 64 DWR 69

    13S16E34D001M DWR 103.5 76.5

    13S16E34F001M 180 DWR 103 74 DWR 70 DWR 105.3 74.7

    13S16E34P002M 177 DWR 117 73 DWR 121 76 DWR 101.9 75.1

    13S16E35A001M 190 DWR 126 65 DWR 79

    13S16E35J001M 191 DWR 116 70 DWR 107 75 DWR 106.4 84.1

    13S16E35L001M 186 DWR 116 79 DWR 105.9 80.6

    13S16E36R004M 195 DWR 179 53 DWR 107.5 87.5

    13S17E03H001M 232 FID 164 76 DWR 156 76

    13S17E03J001M 232 DWR 171 51 FID 148 72

    13S17E04R001M 222 DWR 155 57 DWR 146 67 DWR 157.5 64.5

    13S17E05P002M 212 DWR 161 48 146 DWR 146 66

    13S17E07J001M 206 DWR 161 45 DWR 5413S17E07J003M 206 DWR 169 38 DWR 42 DWR 150.9 55.1

    13S17E08L001M 207 DWR 165 55 FID 150 67 DWR 164.3 42.7

    13S17E09A001M 220 DWR 180 38 DWR 175 42

    13S17E09R001M 218 FID 187 57 FID 197 51 DWR 175.1 42.9

    13S17E12J001M 244 FID 0 50

    13S17E13H001M DWR 186 43 DWR 49

    13S17E14D001M 229 DWR 179 26 DWR 174 28 DWR 181.8 47.2

    13S17E17A001M 205 DWR 31 DWR 177 28

    13S17E17L001M 198 DWR 160 38 DWR 163 29 DWR 165.1 32.9

    13S17E18J001M 197 DWR 176 19 DWR 21 DWR 166.4 30.6

    13S17E18M001M 195 DWR 31 DWR 173 22

    13S17E18P001M 196 DWR 42

    13S17E18R001M 209 DWR 170 31 DWR 40

    13S17E19C001M 201 FID 138 68 DWR 155.7 45.3

    13S17E19H001M 205 FID 137 73 165

    13S17E20A001M FID 164.15 45.7

    13S17E22B001M 222 DWR 158 65 DWR 166 60

    13S17E23N001M 223 DWR 192 48 DWR 184 55 DWR 155.2 68.3

    13S17E24A001M 240 FID 175 56 FID 179 56 DWR 185 55

    13S17E25C001M 232 DWR 64

    13S17E27J001M 221 FID 154 62 FID 157 63 DWR 154.8 66.2

    13S17E27L001M 216 DWR 160 53 155

    13S17E28H001M 213 FID 133 70 FID 138 68 DWR 150.1 62.9

    13S17E30J001M FID 137.96 65.22

    13S17E33D001M 211 FID 118 92 FID 132 86 DWR 137.2 73.8

    13S17E33M001M 210 FID 150 65 FID 147 73

    13S17E34L001M FID 142.94 71.8

    13S17E35L001M 220 DWR 201 81 DWR 195 84 DWR 149.7 70.3

    13S18E01H001M 282 DWR 205 55 DWR 60 DWR 195.3 86.7

    13S18E02C001M 260 DWR 209 61 DWR 217.5 42.5

    13S18E02P001M 270 DWR 205 60 DWR 68

    13S18E03P001M 265 DWR 198 63

    13S18E04A001M 261 DWR 196 66

    13S18E04B001M 262 FID 191 71 DWR 188.5 73.5

    13S18E04H001M 261 DWR 189 63 DWR 173 7913S18E05E001M 253 FID 195 64 FID 179 80 DWR 174.4 78.1

    13S18E05J001M 259 DWR 184 62 FID 178 69

    13S18E06F001M 246 DWR 186 64 DWR 177.5 68.5

    13S18E06K001M 250 DWR 196 32 DWR 192 36 DWR 181.5 68.5

    13S18E07G001M 228 DWR 208 47 DWR 191 60 DWR 191.4 36.6

    13S18E09B001M 255 DWR 206 56 DWR 187.2 67.8

    13S18E10C001M 262 FID 205 56 FID 54 DWR 208.6 52.8

    13S18E10L001M FID 209.6 51.8

    13S18E10P001M 258 FID 210 64

    13S18E12P001M FID 206.4 64.4

    13S18E13R001M 269 DWR 194 72 198

    13S18E14H002M 266 DWR 196 64 DWR 193 65 DWR 186.3 80.2

    13S18E15J001M 261 FID 194 59 FID 204 50

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    19/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    13S18E17A001M FID 200.22 53

    13S18E18A001M FID 945.99 54

    13S18E18A002M FID 939.49 60.5

    13S18E18A003M FID 950.99 49

    13S18E18G002M FID 939.49 60.5

    13S18E18G003M FID 944.99 55

    13S18E18H002M FID 939.99 60

    13S18E18M001M FID 947.99 52

    13S18E19A001M FID 945.99 54

    13S18E20C001M 245 DWR 196 48 DWR 189 56 DWR 188.6 56.4

    13S18E21P001M 244 DWR 192 53 188 DWR 188.8 55.7

    13S18E22L001M 245 FID 0 66

    13S18E22P002M FID 932.99 67

    13S18E22R001M FID 931.49 68.5

    13S18E22R002M FID 930.99 69

    13S18E22R003M FID 935.99 64

    13S18E23N001M FID 199.11 56

    13S18E23R001M 260 FID 199 62

    13S18E25K001M FID 198.99 62

    13S18E27B001M FID 940.99 59

    13S18E28F001M FID 189.4 53.65

    13S18E29C001M 239 FID 185 60

    13S18E33M001M 237 DWR 190 55 DWR 65

    13S18E34D001M 246 FID 214 55 DWR 180 65

    13S18E34K001M 243 FID 190 67

    13S18E35G001M FID 188.298 64.95

    13S19E01C001M 335 FID 186 12213S19E01L001M 313 FID 199 121

    13S19E01Q002M DWR 190.8 122

    13S19E02M001M DWR 193.6 120.8

    13S19E03K001M FID 212 79 FID 206 84 DWR 197.4 111.1

    13S19E06A001M FID 210.7 80.5

    13S19E07R001M 279 FID 216 108

    13S19E10F001M 304 FID 194 102

    13S19E10Q001M 298 DWR 0 112

    13S19E11H001M FID 190 115 DWR 189.8 116.6

    13S19E11L001M 304 DWR 199 114 192

    13S19E12K001M DWR 202 88 DWR 187 107

    13S19E18E001M 273 FID 204 73

    13S19E18E002M 274 FID 201 82

    13S19E21D001M 283 FID 204 81 204

    13S19E23E001M 285 FID 192 86

    13S19E26L001M 279 FID 196 72

    13S19E29A001M 267 FID 197 73

    13S19E29D001M FID 194.88 73.3

    13S20E01G001M 348 194

    13S20E03H001M 334 DWR 194 145

    13S20E03H002M 339 197

    13S20E04G003M FID 192 145 DWR 195.1 145.1

    13S20E05B001M 339 DWR 0 149

    13S20E05F002M DWR 184.2 144.7

    13S20E05N002M FID 182 148

    13S20E06H001M 330 FID 189 138

    13S20E06M001M 326 180

    13S20E06N001M 188 DWR 179 138.4

    13S20E07D002M 187 DWR 186.2 130.6

    13S20E08E002M FID 182 136 DWR 187 135.8

    13S20E09L001M 322 DWR 186 145 177

    13S20E10B001M 331 DWR 0 154

    13S20E10Q001M DWR 176.2 147

    13S20E11C002M FID 176 154 DWR 193 144

    13S20E11L001M 313 FID 15213S20E13C001M 336 DWR 197 132 180

    13S20E13E001M 329 FID 198 150

    13S20E13H001M 336 DWR 195 119

    13S20E13J001M 314 DWR 192 132 179

    13S20E14B001M 324 FID 170 145

    13S20E14L001M 313 DWR 188 128 176

    13S20E15L001M 316 DWR 185 128 FID 174 140

    13S20E16Q001M DWR 173.3 139.7

    13S20E17A001M 320 DWR 190 126 181

    13S20E17F001M FID 185 136 DWR 180.6 135.4

    13S20E17J001M 317 FID 184 136

    13S20E17L001M 319 FID 187 118

    13S20E18E001M 304 FID 189 121

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    20/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    13S20E19C001M DWR 183 119 180

    13S20E20E001M DWR 164 140 DWR 178.7 123.1

    13S20E20H001M DWR 175.9 128.5

    13S20E20J001M 304 DWR 187 112 FID 179 128

    13S20E20R001M 300 DWR 203 107 172

    13S20E21J001M 310 DWR 175 131

    13S20E21K001M 312 DWR 191 130

    13S20E22A001M DWR 174.5 146.1

    13S20E22H001M 320 DWR 190 123

    13S20E22L001M DWR 172.7 140.1

    13S20E23B001M 325 DWR 209 114 FID 189 142

    13S20E23J001M 322 DWR 199 117 180

    13S20E23Q001M 316 DWR 0 136

    13S20E25G001M 322 DWR 195 119 177

    13S20E26D001M 314 DWR 0 133

    13S20E26P001M 308 FID 170 134

    13S20E27C001M 310 DWR 195 112 168

    13S20E27J001M DWR 185 122 FID 163 135 DWR 177.1 129.9

    13S20E28C001M 307 DWR 156 130

    13S20E28E001M 286 FID 190 115

    13S20E28N001M 300 DWR 191 110 FID 187 122

    13S20E30B001M 304 FID 190 101

    13S20E31D001M 292 DWR 200 93 FID 190 107

    13S20E32D001M 294 FID 186 109

    13S20E32K001M 292 DWR 191 101

    13S20E32L002M 292 DWR 191 99

    13S20E33J001M DWR 175.5 114.513S20E34B001M 301 DWR 190 109

    13S20E34M001M 299 DWR 199 111

    13S20E35D001M 310 DWR 200 106 FID 189 120

    13S21E02E001M 382 DWR 313 69 DWR 306 76

    13S21E02M001M 382 FID 201 159 DWR 305.6 76.4

    13S21E05J001M 362 DWR 0 157

    13S21E06F001M 194 DWR 192.2 157.5

    13S21E06H001M 358 FID 200 156

    13S21E07G001M 345 FID 201 148

    13S21E08F001M 350 213

    13S21E08J001M FID 227 130

    13S21E09C001M 361 FID 225 152

    13S21E09R001M 365 FID 268 104

    13S21E10G001M 373 DWR 325 61 324

    13S21E11A001M 386 DWR 338 43 DWR 335 46 DWR 321.8 64.2

    13S21E11Q001M 381 DWR 329 41 DWR 325 46 DWR 334.2 46.8

    13S21E14R001M 370 DWR 322.4 47.6

    13S21E15H001M 377 FID 223 154

    13S21E15L001M 357 FID 207 143

    13S21E16M001M 355 FID 224 124

    13S21E16N001M 347 FID 224 126

    13S21E16N002M 346 FID 232 130

    13S21E16P001M 355 FID 222 130

    13S21E17Q001M 346 FID 219 134

    13S21E17Q002M 350 FID 209 139

    13S21E18H001M 343 FID 202 139

    13S21E19E001M 335 FID 221 126

    13S21E20A001M 347 FID 219 128

    13S21E20A002M 346 FID 204 136

    13S21E20F001M 338 FID 226 125

    13S21E21E001M 347 228

    13S21E21E002M 346 FID 102

    13S21E21P001M 340 DWR 293 65

    13S21E22C001M 358 DWR 320 47

    13S21E23A001M 367 DWR 314 40 30913S21E24A001M 372 FID 334 37 FID 329 45

    13S21E24J001M 371 DWR 306 48 DWR 303 58

    13S21E25N001M 354 FID 295 53 FID 294 57 DWR 299.5 54.5

    13S21E26M001M FID 291.86 56.25

    13S21E27M001M 339 DWR 256.9 82.1

    13S21E27N001M 339 FID 226 115

    13S21E28G001M 339 FID 120

    13S21E30P001M 319 FID 163

    13S21E30Q001M 370 DWR 214 106

    13S21E31A002M 320 FID 195 123

    13S21E31E001M 313 DWR 204 106

    13S21E31E002M DWR 185.8 124.7

    13S21E32G001M 327 DWR 281 57 DWR 272 68

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    21/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    13S21E34J002M 338 DWR 311 41 DWR 308 49

    13S21E36F001M 352 DWR 309 42 DWR 306 50 DWR 301 51

    13S21E36G001M 351 DWR 300.3 50.7

    13S21E36H001M 351 DWR 418 27 DWR 416 33

    13S22E02Q001M 445 DWR 418 16 411 DWR 413.2 31.8

    13S22E03B001M 434 DWR 379 51

    13S22E05A001M 430 DWR 351 64 DWR 101

    13S22E07J001M 391 FID 351 41 FID 344 50

    13S22E07R001M 392 DWR 366 46

    13S22E08A001M 412 FID 427 9 FID 426 11

    13S22E13A003M 440 DWR 403 31 402

    13S22E14B001M 434 DWR 378 35 DWR 367 43

    13S22E15R001M 414 DWR 350 40 DWR 346 46 DWR 371.1 41.9

    13S22E18J001M 390 DWR 365 15 DWR 360 21 DWR 342.8 47.2

    13S22E20A001M 380 DWR 364 29 DWR 363 34 DWR 361.3 18.7

    13S22E22R001M 393 DWR 384 21 DWR 358.4 34.6

    13S22E23R001M 405 DWR 384 20 DWR 381 24

    13S22E23R002M 404 DWR 372 28 DWR 371 33 DWR 383.8 20.2

    13S22E26D001M 400 DWR 357 28 DWR 359 33 DWR 369.4 30.6

    13S22E27L001M 385 DWR 350.6 34.4

    13S22E28B001M 385 DWR 352 31 DWR 346 38

    13S22E28B003M 383 DWR 346.1 36.9

    13S22E29M001M 374 DWR 337 37 336

    13S22E29M002M 374 DWR 336 38 DWR 335 45

    13S22E29M003M 374 FID 309 47 FID 308 53 DWR 330 44

    13S22E31P001M 359 FID 338 32 FID 333 45

    13S22E32A001M 371 DWR 4513S22E34R001M 384 DWR 351 36 DWR 40

    13S22E35N001M 387 491 DWR 346.3 40.7

    13S23E17D001M 500 FID 397 14 386

    13S23E19N001M 410 FID 403 7 FID 404 9

    13S23E30B001M FID 404.58 6.2

    13S23E30D001M 406 FID 417 15 FID 415 16

    13S23E33B001M FID 420.44 11.4

    13S23E33Q002M 420 DWR 414 12 DWR 425 12 DWR 408.5 10.5

    13S23E34M001M 426 DWR 152 8 DWR 120 5 DWR 416 10

    14S15E25H001M 160 DWR 130 30 DWR 31 23 DWR 154.5 5.5

    14S15E25H002M 160 DWR 70 90 DWR 16 101

    14S15E25H003M 160 DWR 114 71 DWR 75

    14S16E03A001M 185 DWR 98 82 DWR 112 71 DWR 103.8 81.2

    14S16E03F001M 180 DWR 0 68 DWR 104.8 75.2

    14S16E03P001M DWR 110 64 108 DWR 103.9 71.1

    14S16E04A001M 174 DWR 114 56 DWR 61

    14S16E04C001M DWR 98.2 71.8

    14S16E04C002M 170 DWR 0 63

    14S16E04D001M DWR 104 66 DWR 64 DWR 106 64.5

    14S16E04L001M 170 DWR 110 61 DWR 61 DWR 97.2 72.8

    14S16E05C002M 171 DWR 111 56 DWR 54 DWR 106.2 64.8

    14S16E05F001M 167 DWR 0 22 DWR 107.2 59.8

    14S16E05J001M DWR 0 55

    14S16E05L002M DWR 111 59 DWR 116 52 DWR 107.8 59.2

    14S16E06A001M 170 DWR 120 50 DWR 116 50 DWR 111 59

    14S16E06B001M 170 DWR 149 48 DWR 134 54 DWR 112.9 57.1

    14S16E06G001M 197 KRCD 75 90 DWR 136.4 60.6

    14S16E07A 165 DWR 131 34

    14S16E07B001M 165 DWR 128 38

    14S16E07C001M 166 DWR 124 44 DWR 44

    14S16E08J001M 168 KRCD 70 99

    14S16E09C 169 KRCD 78 102

    14S16E10A 180 KRCD 84 102 KRCD 111 KRCD 64 116

    14S16E13A 186 KRCD 71 101 KRCD 68 118

    14S16E15C 172 KRCD 105 55 KRCD 48 KRCD 53 11914S16E17R 160 DWR 0 57 KRCD 113 47

    14S16E23L001M KRCD 63 107 KRCD 112

    14S16E23P 170 KRCD 70 108 KRCD 121

    14S16E24F 178 KRCD 60 118

    14S16E26R002M 172 DWR 111 49 DWR 46

    14S16E33N001M 160 KRCD 66 99

    14S16E34A 165 DWR 104 62 DWR 92 77 KRCD 73 92

    14S16E35M001M 166 KRCD 49 128 KRCD 69 108 DWR 94.2 71.8

    14S16E36A 177 KRCD 0 88 KRCD 54 123

    14S16E7A DWR 153 66 DWR 73 KRCD 47 118

    14S17E01E001M 219 DWR 120 90 DWR 55 DWR 142.9 76.1

    14S17E03F001M 210 KRCD 124 83 DWR 124.5 85.5

    14S17E04C 207 FID 103 100 FID 114 102

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    22/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    14S17E05C001M FID 114.85 88

    14S17E05D001M 203 FID 110 86 FID 113 87

    14S17E08D002M 195 DWR 136 79

    14S17E11H001M 214 DWR 114 94 DWR 107

    14S17E14J001M 208 KRCD 105 101 DWR 103.7 104.3

    14S17E15A 206 KRCD 93 113

    14S17E15N001M 202 KRCD 85 110 DWR 77.8 124.2

    14S17E17H 195 DWR 109

    14S17E18H001M 193 KRCD 77 112 DWR 85.5 107.5

    14S17E19A 189 DWR 0 138 KRCD 61 128

    14S17E21A001M KRCD 75 125 KRCD 135

    14S17E21H 200 KRCD 105 102 KRCD 106 KRCD 63 137

    14S17E23A 207 KRCD 93 116 KRCD 95 112

    14S17E25J 209 KRCD 66 132 KRCD 55 143

    14S17E27J 198 DWR 97 98 DWR 126

    14S17E28A001M 195 DWR 115

    14S17E29E001M 185 KRCD 67 121 KRCD 135

    14S17E29H 188 KRCD 52 136

    14S17E31R001M 180 DWR 134

    14S17E33A001M 192 DWR 0 146

    14S17E34A001M DWR 27 173 DWR 137

    14S17E35A001M 200 KRCD 125

    14S17E35J 199 DWR 75 132 DWR 134 KRCD 53 146

    14S17E36A001M 207 KRCD 0 88

    14S17E4C KRCD 0 119 KRCD 110 97

    14S17E6L FID 188 62 FID 191 64 KRCD 82 113

    14S18E02B001M FID 189.578 60.114S18E03B001M 246 FID 0 63

    14S18E03D001M FID 964.99 35

    14S18E03E001M FID 0 147

    14S18E03E002M FID 933.99 66

    14S18E03F001M FID 946.99 53

    14S18E03G001M FID 0 136

    14S18E03G002M FID 926.99 73

    14S18E03K001M FID 925.99 74

    14S18E03L001M FID 187.118 51.95

    14S18E04B001M 240 FID 185 62

    14S18E04G001M 238 FID 198 66

    14S18E04J001M 238 FID 169 62 FID 169 68

    14S18E05D001M FID 167.398 63.15

    14S18E06P001M 224 FID 158 78 FID 175 70

    14S18E09H001M FID 163.108 73.15

    14S18E09L001M 229 FID 158 68 FID 163 73

    14S18E09M001M 226 FID 185 68

    14S18E10A001M FID 178.638 65

    14S18E10C001M 240 FID 179 65

    14S18E10D001M FID 172.398 62.3

    14S18E10K001M FID 170.318 70.45

    14S18E15M001M FID 151.94 79

    14S18E18E001M 214 FID 135 80 FID 134 86

    14S18E19A001M 216 FID 155 81

    14S18E26C001M 228 FID 123 103 FID 123 109

    14S18E28Q001M FID 115.28 111.05

    14S18E32D001M FID 89.61 122.7

    14S19E03A001M 268 FID 208 67

    14S19E03Q001M 265 FID 193 62 FID 198 63

    14S19E06A001M 255 FID 177 95 FID 197 82

    14S19E11L001M 273 FID 178 72 FID 193 63

    14S19E17C001M 250 FID 186 57 FID 183 66

    14S19E18G001M 244 FID 177 62 FID 179 67

    14S19E18N001M 239 FID 185 63

    14S19E20D001M 244 FID 187 5614S19E20N001M 239 FID 204 36

    14S19E21M001M 250 FID 217 32

    14S19E21P001M 244 FID 194 56

    14S19E22G001M 251 FID 194 66

    14S19E23B001M 259 FID 191 66

    14S19E23Q001M 254 FID 191 53 FID 198 57

    14S19E26D001M FID 193.51 57.95

    14S19E26Q001M 250 FID 207 43

    14S19E27K001M 251 FID 207 52

    14S19E28M001M 249 FID 178 67

    14S19E32D001M FID 166.23 68.2

    14S19E33D001M FID 193.49 46

    14S20E01J001M 313 DWR 206 105

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    23/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    14S20E01P001M 311 FID 188 117

    14S20E02J001M 302 DWR 201 100

    14S20E02J002M DWR 184.4 117

    14S20E02Q001M 297 FID 180 109

    14S20E03C001M 296 DWR 198 98

    14S20E03C002M 296 DWR 191 102 FID 113

    14S20E03M001M DWR 182.1 111.3

    14S20E04E001M 287 FID 149

    14S20E04F001M 288 FID 191 97

    14S20E08H001M 279 DWR 187 79 FID 180 94

    14S20E08R001M 279 DWR 195 89

    14S20E09C001M DWR 181 103

    14S20E09L002M 283 DWR 199 92 178

    14S20E10C001M DWR 183.4 108

    14S20E10M001M 292 DWR 211 84 FID 191 107

    14S20E11F001M 295 DWR 0 107

    14S20E13F001M 292 DWR 210 78 199

    14S20E14F001M FID 200 90 DWR 199.2 88

    14S20E14L001M 288 DWR 200 83 FID 206 99

    14S20E16A001M DWR 186.8 96.6

    14S20E19A001M 267 FID 207 79

    14S20E22J001M 283 FID 225 74

    14S20E25G001M 321 224

    14S20E25M001M DWR 0 66

    14S20E31D001M FID 187.87 70.2

    14S20E33F001M 271 237

    14S21E03K001M 204 DWR 219.7 116.914S21E04D001M 324 FID 197 115

    14S21E06E001M 310 FID 111

    14S21E06Q001M 309 FID 221 101

    14S21E08A001M 321 FID 141

    14S21E09C001M 320 FID 247 68

    14S21E09R001M 316 DWR 0 108

    14S21E10E001M 320 DWR 0 67

    14S21E10H002M DWR 0 125

    14S21E11L001M FID 273.81 60.4

    14S21E17E001M 308 FID 263 54 FID 265 62

    14S21E25D001M 330 FID 278 55

    14S21E26A001M 330 FID 266 58

    14S21E29D001M 302 FID 280 48

    14S21E35J001M 324 FID 342 38 344

    14S22E03C001M 380 DWR 336 40 DWR 334 48

    14S22E04C001M 376 FID 321 41 FID 313 53 DWR 326.3 49.7

    14S22E06A001M 362 FID 310 40 FID 306 48

    14S22E08N001M 350 FID 339 37

    14S22E14B001M 374 FID 303 50

    14S22E18A001M 348 FID 318 38

    14S22E22N001M 354 FID 314 40

    14S22E26A001M 366 FID 300 46

    14S22E30A001M 342 FID 304 43

    14S22E34J001M 339 DWR 9

    14S23E02E001M 416 DWR 418 10 420 DWR 407 9

    14S23E02F001M 428 FID 375 34 FID 377 34

    14S23E06C001M 410 DWR 11

    14S23E11D001M 412 442 DWR 398.2 13.8

    14S23E11F001M 425

    14S23E14A001M DWR 19

    14S23E14E001M 388 DWR 20 DWR 372.1 15.9

    14S23E15C001M 392 DWR 33 DWR 377 15

    14S23E22A001M 380 DWR 80 DWR 355 25

    14S23E25N001M 395 DWR 42 DWR 319 76

    14S23E26E001M 362 DWR 334 29 338 DWR 320.8 41.214S23E27C001M 363 DWR 315 18 318

    14S23E31P001M 333 DWR 318 18 322

    14S23E32C001M 336 DWR 42

    14S23E34B001M 358 DWR 318 69 314 DWR 316.5 42.5

    14S23E35H001M 387 DWR 78

    14S23E36R001M 391 DWR 317.4 73.6

    14S24E28R003M 434 DWR 388 42 DWR 0

    14S24E29C002M 431 DWR 390 36 DWR 0 DWR 385.1 45.4

    14S24E29K001M 424 DWR 69 DWR 394.6 30.4

    14S24E31P001M 395 DWR 0 0 DWR 330 65

    14S24E34R001M DWR 146 19

    15S15E14E001M DWR 41

    15S15E15P004M 170 DWR 123 22

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    24/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    15S15E25N004M DWR 92 78 DWR 78 87

    15S16E01Q002M 170 DWR 100 69 DWR 90 80 DWR 83.9 86.1

    15S16E02B001M 169 DWR 100 69 DWR 100 73 DWR 92.1 76.9

    15S16E12C001M 169 DWR 63 111 DWR 82 124 DWR 94.4 75.1

    15S16E25R001M 174 DWR 91 77 DWR 97 71 DWR 49.3 124.7

    15S16E28A002M 169 DWR 93 76 DWR 90 85

    15S16E28A003M 169 DWR 92 77 DWR 93 80 DWR 84.8 83.7

    15S16E28A004M 168 DWR 78 96 DWR 85 87

    15S16E29N001M 174 KRCD 67 137 DWR 71.4 102.1

    15S17E01A 204 FID 0 156

    15S17E02B001M DWR 58 140

    15S17E02B002M 198 KRCD 46 144

    15S17E03R 190 DWR 66

    15S17E05C001M 181 KRCD 47 128

    15S17E06J 175 KRCD 46 134

    15S17E09M 180 DWR 41 154 DWR 172

    15S17E11A001M 195 KRCD 28 169 KRCD 26 171

    15S17E12R 197 FID 15 183 KRCD 15 182

    15S17E13R001M 193 DWR 18 175

    15S17E13R002M 193 KRCD 35 156 KRCD 173 DWR 6.1 186.9

    15S17E14C 191 FID 12 161

    15S17E15J001M DWR 28 159

    15S17E15J003M 187 DWR 80 93 FID 104 DWR 18.9 168.1

    15S17E18B001M 173 KRCD 0 145 DWR 66 107

    15S17E1A DWR 62 114 FID 120 KRCD 51 153

    15S17E20C001M 176 KRCD 37 142 KRCD 168 DWR 53.3 122.7

    15S17E21E 179 DWR 33 147 -2 KRCD 15 16415S17E21J001M 180 FID 160 DWR 8.1 171.9

    15S17E21R001M 180 FID 16 173

    15S17E22J001M 186 DWR 20 166

    15S17E22J002M 186 DWR 9 180 -4 DWR 3.1 182.9

    15S17E23A001M 190 DWR 1.9 187.6

    15S17E23D 187 DWR 0 153 KRCD 3 184

    15S17E25R001M DWR -1 190 DWR -16 214

    15S17E26A001M 188 DWR 37 142 DWR 18 145 DWR -11.8 200.8

    15S17E28K001M 179 DWR 68 107 DWR 52 126 DWR 25 154

    15S17E32L003M 175 DWR 37 142 DWR 155 DWR 45.4 129.6

    15S17E33A001M 179 DWR 0 201

    15S17E35G KRCD -37 222

    15S17E36G 188 DWR 6 184

    15S17E36G001M 190 KRCD 13 177 DWR -19.4 209.4

    15S17E3R KRCD 161 KRCD 3 187

    15S17E6J KRCD 147

    15S17E9M DWR 139 87 DWR 101 KRCD 21 159

    15S18E01A002M 226 KRCD 126 99 DWR 119.5 106.5

    15S18E01D 225 DWR 117 107 FID 110 121

    15S18E02A001M 223 KRCD 86 131

    15S18E02N 217 DWR 88 129

    15S18E03R001M 217 DWR 91 125 DWR 164

    15S18E04A002M 216 KRCD 98 116

    15S18E04C 214 DWR 72 135 DWR 163

    15S18E07A002M 204 DWR 99 123 DWR 86 143

    15S18E11A002M 222 DWR 82 138 DWR 67 170

    15S18E11R001M 220 DWR 92 132 DWR 84 131

    15S18E12B001M 224 KRCD 96 126 KRCD 88 134

    15S18E12J 222 KRCD 69 148 KRCD 81 141

    15S18E14A 217 DWR 55 157 DWR 45 176 KRCD 55 162

    15S18E15A001M 212 DWR 52 158 DWR 169

    15S18E15J001M 210 KRCD 52 157 KRCD 45 164 DWR 21.1 188.9

    15S18E15L 209 KRCD 36 167 KRCD 35 174

    15S18E17F 203 KRCD 20 178 KRCD 19 179 KRCD 21 182

    15S18E18L 198 DWR 7 189 FID -6 20715S18E19R001M 196 KRCD 36 174 KRCD 31 179

    15S18E1D KRCD 108 117

    15S18E22J 210 DWR 64 146 KRCD 20 190

    15S18E22P002M 210 DWR 63 161 DWR 52 174

    15S18E24J001M 224 KRCD 19 185 KRCD 10 194 DWR 40 184

    15S18E28B 204 DWR -6 215 KRCD 0 204

    15S18E29J001M 200 KRCD 0 131 DWR -21 221

    15S18E2N KRCD -15 209 KRCD 73 194 KRCD 74 143

    15S18E30F 194 DWR 7 188 DWR -24 220 KRCD -13 207

    15S18E30L001M 195 DWR -13 213 DWR -13 221

    15S18E32E001M 200 DWR -8 208 -19 DWR -34 234

    15S18E33E001M 200 DWR -2 200 DWR -17 223 DWR -28 228

    15S18E33N001M 198 KRCD 10 197 KRCD 76 215

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    25/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    15S18E34K 207 KRCD 25 191

    15S18E36B 216 KRCD 0 121 KRCD 11 205

    15S18E4C FID 167 76 FID 169 82 KRCD 84 130

    15S19E02M001M FID 161.63 81.3

    15S19E05L 230 DWR 81 142 DWR 92 152

    15S19E07Q001M 223 KRCD 124 114 DWR 72 151

    15S19E12N002M 249 FID 160 99

    15S19E13D001M 250 FID 137 104 FID 138 114

    15S19E16F 234 KRCD 90 136 KRCD 103 131

    15S19E18A 226 KRCD 82 144

    15S19E18J DWR 62 162 49 KRCD 72 154

    15S19E19M001M 224 DWR 117 118 DWR 106 133

    15S19E21A001M 235 DWR 111 121 DWR 132 DWR 102 133

    15S19E21C003M 232 DWR 118 124 DWR 114 132

    15S19E22R002M 242 KRCD 164 81 KRCD 165 80 DWR 108.5 133.5

    15S19E23J 245 FID 121 KRCD 120 125

    15S19E25C001M 247 KRCD 101 134 KRCD 91 144

    15S19E27L 235 DWR 86 144 DWR 70 165

    15S19E28E001M 230 KRCD 78 150 KRCD 69 159

    15S19E29A 228 DWR 60 160 DWR 29 189 KRCD 65 163

    15S19E30N001M 220 DWR 25 195 DWR 18 202

    15S19E31D001M 220 DWR 48 175 DWR 67 163

    15S19E32P001M 223 DWR 69 159 DWR 59 180 DWR 31.1 191.9

    15S19E33Q001M 228 DWR 96 139 DWR 85 152

    15S19E34C001M 235 KRCD 106 132 KRCD 97 141 DWR 83 152

    15S19E35R 238 DWR 112 139 KRCD 87 151

    15S19E35R001M DWR 131 112 DWR 119 13015S19E36Q001M 243 KRCD 150 88 DWR 109 134

    15S19E5L KRCD 126 104

    15S19E9A 237 KRCD 140 98

    15S20E01J001M FID 231.9 60.8

    15S20E01R001M FID 230.13 60

    15S20E02N001M 279 FID 223 57 FID 221 63

    15S20E03A001M FID 220.55 59

    15S20E05E001M FID 185.39 75.4

    15S20E07Q001M 252 FID 192 79 FID 68

    15S20E09K001M 271 FID 239 50 FID 229 62

    15S20E12F001M FID 221.35 67.5

    15S20E13D001M 283 FID 232 50 FID 222 66

    15S20E13E001M FID 216.64 65.45

    15S20E17D001M 262 FID 157 103

    15S20E19R001M 255 FID 205 77

    15S20E25D001M 275 FID 181 90

    15S20E28A001M 265 DWR 164 100

    15S21E02A001M 325 FID 239 58 220

    15S21E06B001M FID 221.08 76

    15S21E10M001M FID 250.23 55.5

    15S21E14A001M 319 FID 252 55

    15S21E15D001M 300 FID 244 50

    15S21E17D001M 292 FID 250 59

    15S21E27D001M 302 FID 267 42

    15S21E28A001M 305 FID 227 64

    15S21E30A002M 286 DWR 247 51

    15S21E34N001M 293 DWR 254 62

    15S21E35R001M 308 FID 317 38

    15S22E01A001M 352 DWR 317 38

    15S22E02C001M 352 DWR 304 43

    15S22E03D001M 339 FID 295 46

    15S22E06A001M 334 FID 316 31

    15S22E14A001M 347 FID 298 46

    15S22E16A001M 338 FID 286 41

    15S22E26A001M 338 FID 283 5015S22E27D001M 328 FID 290 39

    15S22E29D001M 327 DWR 263 52

    15S22E32N001M 309 DWR 269 51

    15S22E33R001M 318 DWR 272 58

    15S22E36P001M 325 DWR 78

    15S23E01M001M 380 DWR 295 80 286 DWR 307 73

    15S23E02Q001M 375 DWR 294 68

    15S23E07R001M 356 DWR 86

    15S23E12J001M 376 DWR 0 77 DWR 314.2 61.8

    15S23E12R001M DWR 289 61 DWR 295.8 75.2

    15S23E21Q001M 346 DWR 0 107

    15S23E22B001M DWR 84 DWR 276.4 77.6

    15S23E23A002M 358 DWR 292 65 293 DWR 251.6 106.4

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    26/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    15S23E24D001M 357 DWR 289 91

    15S23E24N001M 349 DWR 281.4 67.7

    15S23E30B001M 341 276

    15S23E31R002M 329 DWR 277 49

    15S23E33P001M 326 DWR 65

    15S23E36A001M 346 DWR 286.6 59.4

    15S23E36P002M 335 DWR 371 29 376 DWR 275.7 59.3

    15S24E05A001M 400 DWR 34

    15S24E05A003M 400 DWR 68 DWR 365 34

    15S24E05C001M 398 DWR 77 DWR 320 78

    15S24E06P001M 383 DWR 74

    15S24E07Q001M 373 DWR 330 51 330

    15S24E08L001M 381 DWR 369 29

    15S24E09B001M 398 DWR 395 17 DWR 0

    15S24E10H001M 412 DWR 415 12 DWR 0

    15S24E11A001M 427 DWR 389 26 DWR 414 13

    15S24E14H001M 415 DWR 47

    15S24E16A001M 395 DWR 71 DWR 347.6 47.4

    15S24E16P001M 380 DWR 85 DWR 311.1 68.9

    15S24E19D002M 365 300 DWR 269.7 95.3

    15S24E19H001M DWR 82

    15S24E20N001M 358 DWR 63 DWR 285.4 73.6

    15S24E22D001M 388 DWR 337 48 342 DWR 309.5 78.5

    15S24E22E001M 385 DWR 366 37

    15S24E23C001M 403 DWR 366 40 DWR 0 DWR 364.2 38.8

    15S24E23J001M 406 DWR 352 48 DWR 356.9 49.1

    15S24E26B001M 400 DWR 5915S24E27R002M 396 DWR 336.2 59.8

    15S24E28D001M 370 DWR 85

    15S24E32C001M 360 DWR 0 75 DWR 280 80

    15S24E33B001M 334 DWR 290 74

    15S24E35G001M DWR 346 56 DWR -3

    15S24E36F001M 402 DWR 387 38 DWR 0 DWR 332.5 69.5

    15S25E31A001M 425 DWR 383 32 DWR 370.9 54.1

    15S25E32F001M 415 DWR 389 19 DWR 0

    15S25E32J001M 408 DWR 400 24 DWR 0 DWR 371.5 36.5

    15S25E33D001M 424 DWR 68 108 DWR 64 118 DWR 384.6 39.8

    16S16E02M001M 175 DWR 137 38 DWR 24.8 150.7

    16S16E03E001M DWR 0 70

    16S16E08N001M DWR 140.6 71.4

    16S16E08N004M DWR 50 146 DWR 128

    16S16E09N004M 196 DWR 48 138 DWR 54 139 DWR 53.6 142.4

    16S16E14N001M 186 DWR 25 160 DWR 181

    16S17E02J001M 185 DWR 32 152 DWR 179 DWR -7 192

    16S17E03J002M 184 DWR 44 136 DWR 12 150 DWR 9 175

    16S17E04P001M 180 KRCD 43 137

    16S17E09D 180 KRCD 16 164

    16S17E11L 180 KRCD 3 185 KRCD 75 202 KRCD -3 183

    16S17E12A 188 DWR 19 168 DWR 179 KRCD -11 199

    16S17E12J001M 187 KRCD 18 167 DWR 4 183

    16S17E14P 185 KRCD 21 163 KRCD 112 169 KRCD -4 189

    16S17E15N 184 DWR 8 174 KRCD 13 171

    16S17E17H001M 182 KRCD 31 151 KRCD 58 150

    16S17E17K 182 KRCD 57 167 KRCD 26 156

    16S17E21N 187 DWR 4 182 DWR 183 KRCD 21 166

    16S17E24F001M 186 KRCD 10 177 DWR -3.7 189.7

    16S17E25D 187 KRCD 12 178

    16S17E25P 190 DWR 23 168 DWR 176 KRCD -11 201

    16S17E27N001M 191 KRCD 11 178 KRCD 119 97

    16S17E27P 189 KRCD 4 189 KRCD 76 190 KRCD 58 131

    16S17E35Q 193 KRCD 77 135 KRCD -12 205

    16S17E7K KRCD 34 146 KRCD 38 14216S17E9D KRCD 22 158

    16S18E01H 214 DWR 28 189 DWR 14 203

    16S18E01J002M 217 DWR 12 194 DWR -2 205

    16S18E03A001M 206 DWR 38 168 DWR 10 214 DWR -18 224

    16S18E03J001M 206 KRCD -5 201 DWR -0.5 206.5

    16S18E04L 196 DWR 16 181 DWR 188

    16S18E04M001M 197 DWR 8 183 DWR -15 189

    16S18E05N001M 191 KRCD 0 192 DWR -21 212

    16S18E06F 192 0

    16S18E09F001M 198 DWR 16 186

    16S18E10J001M 202 KRCD 7 193 KRCD 204 DWR -10 212

    16S18E10L 200 KRCD 30 187 KRCD -11 211

    16S18E12J 217 DWR 14 200 KRCD 11 206

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    27/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    16S18E12J001M 212 DWR 19 189 DWR 211

    16S18E15F001M 208 KRCD 12 187 KRCD 214

    16S18E15L 199 DWR 25 170 KRCD -27 226

    16S18E16J001M 195 KRCD -2 193

    16S18E17J 191 KRCD 7 178 KRCD 203

    16S18E18P 185 KRCD 17 197

    16S18E1H KRCD 14 175 KRCD 3 211

    16S18E20L 189 KRCD 21 179 KRCD 65 202

    16S18E22J 200 4

    16S18E22J001M 205 KRCD 23 181 DWR -6 211

    16S18E23J 204 DWR 26 179 15

    16S18E25M001M 205 KRCD 25 169 KRCD 101 197

    16S18E28F 194 DWR -23 183 KRCD -12 206

    16S18E31M001M KRCD 24 169 KRCD 1 192 DWR 2.3 187.7

    16S18E33N 193 DWR 187 KRCD 0 193

    16S18E33Q001M 196 KRCD 30 172 DWR 3 193

    16S18E35Q 202 DWR 105 135 DWR 88 157

    16S18E4L KRCD -32 228

    16S18E6F KRCD -20 212

    16S19E02E001M 240 KRCD 63 165 DWR 79 161

    16S19E04H 228 KRCD 47 175

    16S19E08H 222 DWR 60 165

    16S19E09F001M 225 DWR 87 143 DWR 70 166

    16S19E10A001M 230 KRCD 101 134 KRCD 88 147 DWR 62 168

    16S19E11J 235 DWR 107 128 DWR 93 149 KRCD 79 156

    16S19E12P002M 235 87 DWR 82 153

    16S19E15C001M 228 DWR 70 15516S19E16R001M 225 DWR 48 170 DWR 28 197

    16S19E17C001M 218 KRCD 48 167

    16S19E17Q 215 DWR 43 172 DWR 21 220 KRCD 23 192

    16S19E20D001M 215 DWR 52 168 DWR 56 189 DWR 17 198

    16S19E21P001M 220 DWR 54 166 DWR 46 169

    16S19E21Q001M 220 DWR 75 150 DWR 57 176 DWR 49.8 170.2

    16S19E22Q001M 225 DWR 100 134 DWR 85 164 DWR 43.1 181.9

    16S19E25B001M 234 DWR 75 156 DWR 69 168 DWR 68.2 165.8

    16S19E25M001M 231 DWR 65 158 DWR 59.6 171.4

    16S19E26A001M 216 DWR 77 147 DWR 60 174

    16S19E27B001M 224 DWR 60 161 DWR 42 186 DWR 47 177

    16S19E28E001M 221 DWR 58 162 DWR 168

    16S19E28P001M 220 KRCD 48 169 KRCD 32 185 DWR 56 164

    16S19E29A 217 KRCD 39 171 KRCD 53 188 KRCD 21 196

    16S19E31D 210 DWR 48 166 DWR 196 KRCD 6 204

    16S19E32P001M 214 DWR 68 152 DWR 53 178 DWR 11.5 203.5

    16S19E34M001M 220 DWR 0 175 DWR 24 196

    16S19E34P001M DWR 65 155 DWR 47 198

    16S19E34Q002M 220 DWR 78 148 DWR 66 167 DWR 36.3 183.7

    16S19E35B001M 226 DWR 58 166 DWR 61 186 DWR 52 174

    16S19E35Q001M 224 DWR 74 160

    16S19E36C001M 230 KRCD 47 181

    16S19E4H KRCD 36 186 KRCD 52 176

    16S19E8H DWR 134 120 KRCD 28 194

    16S20E06A001M 248 DWR 177 95

    16S20E14A001M 265 DWR 118 134

    16S20E18A001M 246 DWR 111 98

    16S20E20N001M 242 DWR 139 133

    16S20E22N001M 258 DWR 154 106

    16S20E23R001M 254 DWR 169 83 DWR 150 119

    16S20E26H001M 252 DWR 132 109 DWR 133 DWR 142.8 109.2

    16S20E28M001M 241 DWR 109 131 DWR 89 166 DWR 103.7 137.5

    16S20E30C001M 240 DWR 101 135 DWR 92 150 DWR 83 157

    16S20E31B001M 236 DWR 101 134 DWR 76 165 DWR 77.7 158.3

    16S20E31P001M 234 DWR 124 112 DWR 109 137 DWR 71.2 163.816S20E32A001M 236 DWR 116 119 DWR 101 147 DWR 89.4 147.6

    16S20E32L001M 236 DWR 130 110 DWR 116 132 DWR 87.5 147.5

    16S20E33L001M 240 DWR 140 105 DWR 133 114 DWR 97.2 142.8

    16S20E34H001M 245 DWR 124 120 DWR 126.7 118.3

    16S20E34N001M 234 DWR 160 87 DWR 108

    16S20E35J001M 247 DWR 172 78 DWR 148 101 DWR 134.5 112.5

    16S20E36B001M 250 DWR 218 70 DWR 145.3 104.7

    16S21E06A001M 281 DWR 239 58

    16S21E14A002M 288 DWR 70

    16S21E15D001M 282 DWR 205 76

    16S21E18A001M 274 DWR 178 92

    16S21E20N001M 263 DWR 198 74

    16S21E22N001M 271 DWR 222 58

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    28/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    16S21E23R001M 279 KRCD 193 70 KRCD 179 84

    16S21E28M 263 DWR 180 75 DWR 167 94 KRCD 163 100

    16S21E30C001M 255 DWR 176 79 DWR 167 95 DWR 156.9 98.1

    16S21E31J001M 255 KRCD 188 71 KRCD 174 85

    16S21E32F 259 DWR 178 92 KRCD 161 98

    16S21E33N001M KRCD 222 51 KRCD 216 57 DWR 166 92.6

    16S21E35A 273 236 KRCD 203 70

    16S22E19R001M 286 DWR 254 47

    16S22E21R001M 298 DWR 256 44

    16S22E36R001M 295 DWR 64

    16S23E03A001M 334 DWR 40 DWR 272 62

    16S23E09E001M 310 DWR 56 DWR 240 70

    16S23E13H001M 321 DWR 55 DWR 270 51

    16S23E15A001M 322 DWR 42 DWR 266 56

    16S23E17R001M 312 DWR 267 51 DWR 262.5 49.5

    16S23E18A001M 317 DWR 283 27 267

    16S23E20B001M 310 DWR 274 42 276

    16S23E21A002M 316 DWR 68

    16S23E21N001M 305 DWR 59

    16S23E22D002M 317 DWR 61 DWR 240 77

    16S23E23E001M 314 DWR 255 59

    16S23E25M001M 311 DWR 74 DWR 250 61

    16S23E27H001M 309 DWR 54 DWR 233 76

    16S23E31L001M 295 DWR 56 DWR 247 48

    16S23E32B001M 301 DWR 58

    16S23E32P001M 296 DWR 266 38 252 DWR 234 62

    16S23E33B001M 304 DWR 6216S23E33H001M 301 DWR 66 DWR 240.1 60.9

    16S24E02B001M 387 DWR 319 68

    16S24E03J002M 370 DWR 65

    16S24E04B001M 352 DWR 60 DWR 286 66

    16S24E05M001M 337 DWR 276.4 60.8

    16S24E07D001M 330 DWR 283 44 DWR 269.4 60.6

    16S24E07M001M 327 DWR 316 32 308

    16S24E10D003M 355 DWR 78 DWR 288 67

    16S24E10J001M 365 DWR 308 48 DWR 283 82

    16S24E12D002M 377 343 DWR 308 69

    16S24E13F002M DWR 325 35 336

    16S24E14A002M 360 DWR 39

    16S24E14H001M 360 DWR 51 DWR 318.7 41.3

    16S24E14N001M 347 DWR 67 DWR 300 47

    16S24E16H001M 347 DWR 64 DWR 284.8 62.2

    16S24E19C001M 318 DWR 280 36 DWR 260.1 57.9

    16S24E19M001M 316 DWR 62

    16S24E20A001M 332 DWR 298 43 313 DWR 277.3 55.2

    16S24E21B001M 341 DWR 71

    16S24E21J001M 336 DWR 328 22 335

    16S24E23A001M 350 DWR 32

    16S24E23J001M 344 DWR 338 13 340

    16S24E24J001M 351 DWR 0 43

    16S24E25L001M DWR 311 25 316

    16S24E27A001M 336 DWR 42

    16S24E27R001M 328 DWR 288 37 288 DWR 287 41

    16S24E28F001M 325 DWR 52

    16S24E28J001M 326 DWR 71 DWR 276.4 49.6

    16S24E29A002M 326 DWR 53

    16S24E30D001M 312 DWR 86 DWR 247 65

    16S24E30R001M 314 DWR 279 28 274

    16S24E31D001M 307 DWR 56

    16S24E33M001M 312 DWR 284 28 290 DWR 260 53

    16S24E33R001M 312 DWR 60

    16S24E34M001M 317 DWR 314 16 320 DWR 275 4216S24E36D002M 330 DWR 50

    16S24E36E001M 331 DWR 406 24 DWR 0 DWR 298.4 32.6

    16S25E03K001M 430 DWR 387 28 DWR 0 DWR 399.2 30.8

    16S25E04C002M 415 DWR 66 DWR 369.9 45.1

    16S25E07D001M 381 DWR 52 DWR 324.9 56.1

    16S25E08D001M 384 DWR 390 30 DWR 0 DWR 330 53

    16S25E10J001M 420 DWR 406 20 DWR 3 DWR 375.8 44.2

    16S25E11D002M 427 DWR 362 34 DWR 398.2 28.8

    16S25E15E001M 395 366

    16S25E17C002M DWR 47

    16S25E17H001M 380 DWR 44 DWR 332.1 47.9

    16S25E18D001M 367 DWR 39 DWR 320.9 46.1

    16S25E19D001M 356 DWR 40 DWR 317.2 38.8

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    29/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    16S25E19L001M 355 DWR 50 DWR 314.2 40.8

    16S25E21D001M 381 DWR 55 DWR 332 49

    16S25E21P001M 370 DWR 368 25 DWR 0 DWR 324.5 45.5

    16S25E22B001M 393 DWR 44 DWR 351 42

    16S25E28R001M 358 DWR 56 DWR 304 54

    16S25E29A001M 364 DWR 327 35 321 DWR 311.1 52.9

    16S25E29A002M 362 DWR 45

    16S25E31C001M 342 DWR 310 29 314 DWR 298.6 43.4

    16S25E31R002M 339 DWR 48

    16S25E32C001M 350 DWR 325 33 328

    16S25E33A001M 358 DWR 322 32 336

    16S25E34D002M 354 336

    16S25E34P001M DWR 40

    16S25E34Q001M 344 384 DWR 262.4 81.6

    16S26E30Q001M 406 KRCD 12 189

    17S17E02N 201 196

    17S17E05N002M KRCD -3 203 KRCD 59 188

    17S17E11J 200 KRCD 74 182 KRCD 2 198

    17S17E2N KRCD 39 159 KRCD 4 197

    17S18E02P 198 DWR 36 175

    17S18E02P001M KRCD 10 184

    17S18E06E 194 KRCD 16 181

    17S18E08R 197 DWR 1 193 DWR 16 198

    17S18E09C001M 194 DWR -1 199 DWR 21 201 DWR -7 201

    17S18E09N002M 198 DWR -4 199 DWR 23 187

    17S18E09R001M 195 DWR 79 124 DWR 6 189

    17S18E13C001M 203 DWR 33 169 DWR 48 15517S18E13P001M 202 KRCD 44 155 KRCD 177 DWR 42 160

    17S18E14N 199 DWR 73 132 DWR 35

    17S18E17N001M 204 DWR 68 137 DWR 131

    17S18E17N003M 205 KRCD 8 196 KRCD 18 205 DWR 70.7 134.3

    17S18E18M 204 DWR 0 198 KRCD 0 204

    17S18E18M002M KRCD 9 193 KRCD 11 180

    17S18E21K 202 DWR 8 208 KRCD -51 253

    17S18E21P002M DWR 161 40 DWR 42

    17S18E24D001M 201 KRCD 33 168 KRCD 44 157

    17S18E24P 201 DWR 3 201 DWR 20 203 KRCD 9 192

    17S18E26M001M 204 KRCD 41 164

    17S18E26N 205 KRCD 20 190 KRCD 29 176

    17S18E27N 210 DWR 25 193 DWR 2 233 KRCD -22 232

    17S18E29N001M 218 KRCD 0 173 DWR -16 234

    17S18E2P KRCD 27 181 KRCD 43 165 KRCD 15 183

    17S18E36G 208 KRCD 14 223 KRCD -6 214

    17S18E6E KRCD 33 201

    17S18E8R 73 KRCD -1 198

    17S19E01P001M DWR 70 155 DWR 54 188

    17S19E02C001M 225 DWR 64 154 54 DWR 33.2 191.8

    17S19E03L001M 217 DWR 45 160 DWR 41 179 DWR 29.5 187.8

    17S19E07A001M 205 KRCD 32 173 DWR 10 195

    17S19E07D 205 DWR 28 178

    17S19E07D001M KRCD 56 156

    17S19E09C 212 DWR 83 137

    17S19E10A001M DWR 79 141 DWR 65 157 DWR 49.4 170.6

    17S19E10A002M 220 KRCD 58 154 DWR 44.1 175.9

    17S19E10L 212 DWR 77 143 DWR 61 165 KRCD 31 181

    17S19E11H001M 220 KRCD 84 141 KRCD 72 153 DWR 57.2 162.8

    17S19E12C 225 KRCD 71 148 KRCD 54 171

    17S19E14A 219 DWR 50 160 KRCD 49 170

    17S19E16J002M 210 DWR 54 149 DWR 52 160 DWR 50 160

    17S19E18K003M 203 DWR 45 165 DWR 38 165

    17S19E21C001M 210 DWR 64 154 DWR 47 163

    17S19E23F002M 218 DWR 58 16017S19E27F001M DWR 5.1 209.9

    17S19E27K003M 214 DWR 45 163

    17S19E28A001M 208 DWR 115 89 DWR 45 163

    17S19E30H002M 204 DWR 79 121 DWR 46 129

    17S19E30K004M 200 KRCD 44 166 KRCD 33 177 DWR 70.9 129.1

    17S19E32P 210 DWR 110 100 KRCD 3 207

    17S19E34N001M 210 DWR 20 190 DWR 31 187

    17S19E36C001M 219 KRCD 86 184 DWR 76 143

    17S19E7D KRCD 93 174 KRCD 15 190

    17S19E9C DWR 140 107

    17S20E01C001M 243 DWR 185 58 DWR 166 81

    17S20E01C002M 243 DWR 160 85 DWR 146 107 DWR 158.4 84.6

    17S20E01R001M 244 DWR 142 97 133 DWR 133.3 111.7

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    30/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    17S20E02F001M 239 DWR 156 84 DWR 119.7 119.3

    17S20E02J002M 240 DWR 140 96 DWR 123 124

    17S20E02M001M 236 DWR 141 92 DWR 118 DWR 87.1 147.9

    17S20E03G001M 233 DWR 126 106 DWR 109 131 DWR 114.8 118.2

    17S20E04B001M 232 DWR 105 129 DWR 105 142 DWR 95.7 136.3

    17S20E05K003M 234 DWR 91 139 DWR 89 159 DWR 75 159

    17S20E06M001M 230 KRCD 101 129 DWR 75.9 154.1

    17S20E07A 230 DWR 93 132 DWR 77 162

    17S20E07G001M 225 DWR 93 151

    17S20E08L001M 230 DWR 118 112 DWR 111 127 DWR 84.9 145.1

    17S20E09H001M 230 DWR 137 96 DWR 115 130 DWR 97.1 132.9

    17S20E10G001M 233 DWR 150 90 DWR 141 118 DWR 107.9 125.1

    17S20E11J001M 240 DWR 158 82 137 DWR 125.6 114.4

    17S20E11R001M 240 DWR 154 86 DWR 133 111 DWR 133.6 106.4

    17S20E12Q001M 240 KRCD 105 121 KRCD 153 DWR 130.9 109.1

    17S20E17G 226 DWR 92 128 DWR 65 158 KRCD 75 151

    17S20E18D001M 220 KRCD 94 128 KRCD 146

    17S20E18M 222 DWR 118 106 DWR 97 134 KRCD 76 146

    17S20E20D001M 223 DWR 159 76 DWR 144 95 DWR 81.2 141.8

    17S20E22P001M 235 DWR 159 76 DWR 132 103

    17S20E26E001M 235 DWR 132 98 DWR 117 124

    17S20E28N001M 230 DWR 211 20 DWR 209 24 DWR 92.8 137.2

    17S20E33A001M 231 DWR 202 66 DWR 207.1 23.9

    17S20E7A KRCD 66 164

    17S21E01C001M 269 KRCD 218 49

    17S21E01J 267 KRCD 201 61

    17S21E03B 262 DWR 163 9917S21E05C001M 252 DWR 169 81 DWR 157 99

    17S21E06L001M 250 DWR 169 84 DWR 145.9 104.1

    17S21E07J001M 253 KRCD 180 74

    17S21E08A 254 DWR 182 68 DWR 174 83

    17S21E09M001M 250 KRCD 191 64 KRCD 181 74 DWR 161.2 88.8

    17S21E10D 255 DWR 69

    17S21E11K001M 257 KRCD 202 58 KRCD 211 49 DWR 179.1 77.9

    17S21E12L 260 DWR 218 42 DWR 212 46 KRCD 190 70

    17S21E13M001M 260 KRCD 195 55

    17S21E15N 250 DWR 187 62 DWR 177 83 KRCD 178 72

    17S21E16E001M 249 DWR 193 56 DWR 181 77 DWR 161.1 87.9

    17S21E17J001M 249 DWR 184 59 DWR 189 59 DWR 165.4 83.6

    17S21E19A002M 244 DWR 189 56 DWR 173 85 DWR 155.1 87.9

    17S21E19R001M 245 188 DWR 155.6 89.4

    17S21E1J KRCD 195 72

    17S21E20F001M 247 DWR 205 48 DWR 185 63 DWR 122.9 124.1

    17S21E22C002M 253 DWR 204 58 DWR 177.4 75.6

    17S21E27L001M DWR 192 55 DWR 179 73 DWR 191.3 63.7

    17S21E29D003M 247 DWR 166 87 DWR 157.3 89.7

    17S21E31R001M DWR 171 81 DWR 152.1 91.9

    17S21E32K001M DWR 174 81 DWR 157.9 88.1

    17S21E32P001M DWR 177 77 DWR 158.5 86.5

    17S21E33Q001M DWR 200 63 DWR 160.8 86.2

    17S21E35C001M DWR 210 53 DWR 214 71 DWR 189.2 68.8

    17S21E36B001M 263 KRCD 190 72 DWR 182.7 80.3

    17S21E3B KRCD 170 84 KRCD 174 88

    17S21E8A DWR 275 25 KRCD 155 99

    17S22E01C001M 301 DWR 228 56

    17S22E05C001M 277 KRCD 231 44

    17S22E05K 275 DWR 221 49

    17S22E07A001M 270 DWR 236 47 DWR 196.7 73.3

    17S22E11P001M DWR 233 49 DWR 232.5 50.5

    17S22E16H001M DWR 0 51 DWR 219 57

    17S22E16J001M DWR 233 49 DWR 217.4 58.6

    17S22E18N001M DWR 217 61 DWR 210.8 56.217S22E24E001M DWR 223.5 54

    17S22E24J001M 278 DWR 69

    17S22E25A001M 275 DWR 0 62 DWR 203 72

    17S22E25J001M DWR 170 75 DWR 210 65

    17S22E28A001M DWR 211 66 DWR 191 82

    17S22E30A001M DWR 195 82

    17S22E31A001M DWR 187 83 DWR 174.7 87.3

    17S22E31M001M DWR 195 79 DWR 168.5 90.5

    17S22E32C001M DWR 196 74 178 DWR 174.5 88

    17S22E35B001M 270 DWR 186 88

    17S22E35N001M 176 DWR 171.3 94.7

    17S22E36J001M KRCD 229 46

    17S22E5K DWR 73 KRCD 211 64

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    31/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    17S23E01A001M 302 DWR 237 56 DWR 208.9 93.1

    17S23E07B001M DWR 226 67 DWR 230.6 58.4

    17S23E08J001M DWR 72 DWR 217.8 70.2

    17S23E09B001M 292 DWR 217 68 216 DWR 222.1 69.4

    17S23E09Q001M 285 DWR 80

    17S23E10A001M 292 DWR 110

    17S23E12C001M 295 DWR 203 85 183 DWR 209 86

    17S23E15B001M 285 DWR 226 59 213 DWR 200.5 84.5

    17S23E18D001M 285 DWR 62

    17S23E18E001M 284 DWR 90 DWR 219 65

    17S23E21C001M 283 DWR 192 78 191 DWR 191 92

    17S23E27L001M 270 DWR 196 87

    17S23E30A001M DWR 185.5 90.5

    17S23E30B001M 276 DWR 50 DWR 164 112

    17S24E01B001M 326 DWR 42

    17S24E02R001M 314 DWR 52

    17S24E03K001M 307 DWR 0 72 DWR 262.3 44.7

    17S24E05B001M DWR 64

    17S24E08A001M 298 DWR 252 44

    17S24E08C001M 296 DWR 120

    17S24E15A001M 303 251

    17S24E15A002M DWR 269 33

    17S24E16A001M 296 DWR 0 49

    17S24E20A001M 290 DWR 80

    17S24E20D002M 287 DWR 262 24 DWR 213 74

    17S24E20L001M 286 DWR 257 37

    17S24E27F001M 294 DWR 252 4617S24E36H003M 312 DWR 40

    17S25E01D001M 355 DWR 51 DWR 311.3 43.7

    17S25E01P001M 353 DWR 43 DWR 308.2 45

    17S25E03B001M 344 DWR 297 41 284 DWR 296.8 47.2

    17S25E03R001M 338 DWR 45

    17S25E06A001M 333 DWR 299 46 DWR 295 38

    17S25E11H001M 345 DWR 318 36 318

    17S25E12R001M 354 DWR 307 56 305

    17S25E13H001M 363 DWR 301 60 282

    17S25E13P001M 361 DWR 243 97

    17S25E18A001M 325 DWR 267 84

    17S25E26C001M 351 DWR 262 88 DWR 240.5 110.5

    17S25E27R001M 350 DWR 122 DWR 234.5 115.5

    17S25E29D001M 321 DWR 214 104

    17S25E29E001M 318 DWR 244 96 234

    17S25E33J001M 340 DWR 338 26

    17S26E08N001M 364 DWR 331 38 354

    17S26E18H002M 369 KRCD 34 179

    18S18E01K 213 DWR 61 169 47

    18S18E13N002M 230 KRCD 0 180 DWR 44 186

    18S18E1K DWR 208 10 KRCD 4 209

    18S19E01P002M 218 DWR 202 13 DWR 203 15

    18S19E02F002M 215 14 DWR 201.3 13.7

    18S19E05E001M DWR 14 196 DWR 212

    18S19E05Q003M 210 DWR 18 200 DWR 9 233

    18S19E07N001M 218 DWR 0 225 DWR -7.7 225.7

    18S19E07P002M DWR 26 189 DWR 8 213

    18S19E07R001M 215 DWR 205 2 DWR 1.1 213.9

    18S19E09H003M DWR 207 6 DWR 207 7 DWR 205.6 4.4

    18S19E14E001M 213 209 DWR 206.3 6.7

    18S19E21N003M DWR 0 7 DWR 203.5 13

    18S19E34N001M DWR 12 208 DWR 212.5 3

    18S19E35J002M 211 DWR 220 23

    18S20E01J002M DWR 148 92 DWR 110 DWR 215.9 24.1

    18S20E02A001M 240 DWR 132 103 DWR 121 DWR 95.6 144.418S20E02E001M 235 DWR 209 19 DWR 214 18

    18S20E09M001M 228 DWR 140 99 DWR 209.8 18.2

    18S20E12C001M 239 DWR 215 10 DWR 214 12 DWR 102.9 136.1

    18S20E17D001M 224 DWR 84 133 DWR 132 DWR 210.9 13.6

    18S20E19N001M 217 DWR 216 21 DWR 85.1 131.9

    18S20E22J001M DWR 208 8 DWR 211.1 21.9

    18S20E31D001M 179 DWR 203.7 10.3

    18S21E01C001M DWR 163 81

    18S21E03D001M DWR 163 88 DWR 163.3 84.7

    18S21E05M002M DWR 176 100 DWR 150.6 92.4

    18S22E01C001M DWR 186 93 DWR 165.9 100.1

    18S22E03B001M DWR 177 92 DWR 163.8 102.2

    18S22E03M001M DWR 169 101 DWR 161.3 103.7

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    32/38

    S03_Source S03_WSE (ft) S03_GSWS (ft) S09_Source S09_WSE (ft) S09_GSWS (ft) S10_Source S10_WSE (ft) S10_GSWS (ft)State Well Number Well Elevation (ft) Spring 2003 Spring 2009 Spring 2010

    18S23E04Q001M DWR 16 200 DWR 8 223 DWR 163 101

    19S19E03D003M 216 DWR 6 214 DWR -22 244

    19S19E10E002M 220 DWR 0 10

  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    33/38

    Raw Well Data Acquisition and Preparation

    DWR Well Data Preparation

    1) Go to DWR GW data download page:http://wdl.water.ca.gov/gw/and download desired date range for the following basins:

    Delta-MendotaKaweahKingsMaderaTulare LakeTuleWestside

    Store your files and follow the file structure found on the GIS drive under DATA\Project Specific

    Data\Groundwater\DWR. Preserve the raw data, and save a GIS working copy of each.

    2) If any, start by eliminating rows that contain obvious erroneous data, and wells with GSWS measurements less than5ft.

    3) Some wells are UTM Zone 10, and some are UTM Zone 11. Using the method youre most comfortable with,combine and reproject each date range (Jan 1 to June 1 for Spring, and June 1 to Jan 1 for Fall). All files shouldhave the projection NAD_1983_StatePlane_California_IV_FIPS_0404_Feet.

    4) Use the GW_Management_area_2mi-buffer polygon and the Clip feature in ArcToolbox (Analysis Tools > Extract> Clip) to clip out wells that are located beyond the study area.

    FID Well Data Preparation

    1) Acquire spreadsheet of desired date range from FID, and save a GIS working copy of the file(s). Currently, JenniferWilliams is the person to contact for this data. Store your files and follow the file structure found on the GIS driveunder DATA\Project Specific Data\Groundwater\FID. Preserve the raw data, and save a GIS working copy ofeach.

    2) If any, start by eliminating rows that contain obvious erroneous data, and wells with GSWS measurements that aremissing, or that are less than 5ft. Also eliminate rows/wells from the dataset that do not have x,y information, and

    wells that are missing WSE data.

    3) The dataset will likely include well sample data for multiple dates for each well. Sort the spreadsheet by the x,ycolumn(s), and evaluate the data dates for each well. If April and October data exists for a particular well, eliminatefrom the dataset all other data date rows for that well. If April and/or October data do not exist for a well, then usethe dates that are available.

    4) Rename column headers to match DWR tables (i.e. WSE, GSWS, etc).

    http://wdl.water.ca.gov/gw/http://wdl.water.ca.gov/gw/http://wdl.water.ca.gov/gw/http://wdl.water.ca.gov/gw/
  • 8/2/2019 Kings River Annual Groundwater Report 2009 - 2010

    34/38

    5) FID x,y coordinates are in NAD_1983_StatePlane_California_IV_FIPS_0404_Feet. Using the method youre mostcomfortable with, combine and project each date range (Jan 1 to June 1 for Spring, and June 1 to Jan 1 for Fall).All files should have the projection NAD_1983_StatePlane_California_IV_FIPS_0404_Feet.

    6) If any, use the GW_Management_area_2mi-buffer polygon and the Clip feature in ArcToolbox (Analysis Tools >Extract > Clip) to clip out wells that are located beyond the study area.

    KRCD Well Data Preparation

    1) Acquire spreadsheet of desired date range, and save a GIS working copy of the file(s). Store your files and followthe file structure found on the GIS drive under DATA\Project Specific Data\Groundwater\KRCD. Preserve the rawdata, and save a GIS working copy of each.

    2) If any, start by eliminating rows that contain obvious erroneous data, and wells with Gw-Depth measurements thatare missing, or are less than 5ft. Also eliminate rows/wells from the dataset that do not have x,y information, andwells that are missing Gw-Elev data.

    3)

    Rename column headers to match DWR tables (i.e. WSE, GSWS, etc).

    4) KRCD x/y coordinates are in NAD_1927_StatePlane_California_IV_FIPS_0404. Using the method youre mostcomfortable with, combine and reproject each date range (Spring and Fall). All files should have the projectionNAD_1983_StatePlane_California_IV_FIPS_0404_Feet.

    5) If any, use the GW_Management_area_2mi-buffer polygon and the Clip feature in ArcToolbox (Analysis Tools >Extract > Clip) to clip out wells that are located beyond the study area.

    Data Display, Processing, and Analytical Methodology

    Weighted Clipping & Data Merge

    X,Y coordinates for some wells can be fairly inaccurate, and some wells are monitored by multiple agencies. In order toavoid ov