REGIONAL WATER TABLE (2000) AND GROUND-WATER- LEVEL … · 2003. 3. 18. · Sea le vel: In this...

45
U.S. Department of the Interior U.S. Geological Survey Water-Resources Investigations Report 02-4277 Prepared in cooperation with the Mojave Water Agency REGIONAL WATER TABLE (2000) AND GROUND-WATER- LEVEL CHANGES IN THE MOJAVE RIVER AND THE MORONGO GROUND-WATER BASINS, SOUTHWESTERN MOJAVE DESERT, CALIFORNIA

Transcript of REGIONAL WATER TABLE (2000) AND GROUND-WATER- LEVEL … · 2003. 3. 18. · Sea le vel: In this...

  • U.S. Department of the InteriorU.S. Geological Survey

    Water-Resources Investigations Report 02-4277

    Prepared in cooperation with the Mojave Water Agency

    REGIONAL WATER TABLE (2000) AND GROUND-WATER-LEVEL CHANGES IN THE MOJAVE RIVER AND THEMORONGO GROUND-WATER BASINS, SOUTHWESTERNMOJAVE DESERT, CALIFORNIA

  • Regional Water Table (2000) and Ground-Water -Level Changes in the Mojave River and the Morongo Ground-Water Basins, Southwestern Mojave Desert, California

    By Gregory A. Smith

    U.S. GEOLOGICAL SURVEY

    Water-Resources Investigations Report 02-4277

    Prepared in cooperation with the

    MOJAVE WATER AGENCY

    7208

    -35

    Sacramento, California2003

  • U.S. DEPARTMENT OF THE INTERIOR

    GALE A. NORTON, Secretary

    U.S. GEOLOGICAL SURVEY

    Charles G. Groat, Director

    Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government.

    For additional information write to:

    District ChiefU.S. Geological SurveyPlacer Hall—Suite 20126000 J StreetSacramento, CA 95819-6129http://ca.water.usgs.gov

  • Contents

    iii

    CONTENTS

    Abstract

    ................................................................................................................................................................ 1Introduction .......................................................................................................................................................... 1

    Acknowledgments....................................................................................................................................... 3Description of Study Area........................................................................................................................... 3

    Geohydrology....................................................................................................................................................... 5Ground-Water Levels and Flow........................................................................................................................... 5Water-Level Changes........................................................................................................................................... 5References Cited .................................................................................................................................................. 10Plate located at back of report

  • FIGURES

    Figure 1. Map showing location of the Mojave River and the Morongo ground-water basins, southwestern Mojave Desert, California............................................................................................ 2

    Figure 2. Map showing short-term (1998–2000) water-level changes in the Mojave River and the Morongo ground-water basins, southwestern Mojave Desert, California ......................................... 4

    Figure 3. Map showing enlarged view of regional and perched water tables in the El Mirage Lake area, of the Mojave River ground-water basin in the southwestern Mojave Desert, California ................ 6

    Figure 4. Map showing enlarged view of regional water-table in the Warren subbasin, Morongo ground-water basin, southern California............................................................................................ 9

    iv Figures

  • Tables

    v

    T

    ABLES

    Table 1.

    Well-construction information and comparison between selected 1998 and 2000 water levels for the Mojave River and the Morongo ground-water basins, in the southwestern Mojave Desert, California.................................................................................................................. 12

  • vi

    Conversion Factors and Vertical Datum

    CONVERSION F

    ACTORS, VERTICAL DA

    TUM, AND ABBREVIA

    TIONS

    CONVERSION F

    ACTORS

    T

    emperature in degrees Fahrenheit (

    °

    F) may be converted to degrees Celsius (

    °

    C) as follows:

    °

    C = (

    °

    F - 32) / 1.8

    V

    ertical Datum

    Sea le

    vel

    : In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD of 1929)—a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada, formerly called Sea Level Datum of 1929.

    Altitude

    , as used in this report, refers to distance above or below sea level.

    Abbreviations

    USGS

    U.S. Geological Survey

    Multiply

    By

    T

    o obtain

    foot (ft)

    0.3048

    meter

    inch (in.)

    25.4

    millimeter

    inch per year (in/yr)

    25.4

    millimeter per year

    mile (mi)

    1.609

    kilometer

    square mile (mi

    2

    )

    259.0

    hectare

    square mile (mi

    2

    )

    2.590

    square kilometer

  • Well-Numbering System

    vii

    WELL-NUMBERING SYSTEM

    W

    ells are identified and numbered according to their location in the rectangular system for the subdivision of public lands. Identification consists of the township number, north or south; the range number, east or west; and the section number. Each section is divided into sixteen 40-acre tracts lettered consecutively (except I and O), beginning with “A” in the northeast corner of the section and progressing in a sinusoidal manner to “R” in the southeast corner. Within the 40-acre tract, wells are sequentially numbered in the order they are inventoried. The final letter refers to the base line and meridian. In California, there are three base lines and meridians; Humboldt (H), Mount Diablo (M), and San Bernardino (S). All wells in the study area are referenced to the San Bernardino base line and meridian (S) Well numbers consist of up to 15 characters and follow the format 004N003W1M001S. In this report, well numbers are abbreviated and written 4N/3W-1M1. Wells in the same township and range are referred to only by their section designation, 1M1. The following diagram shows how the number for well 4N/3W-1M1 is derived.

    D C B A

    E F G H

    JKLM

    N P Q R

    6 5 4 3 2

    7 8 9 10 11 12

    18 17 16 15 14 13

    19 20 21 22 23 24

    30 29 28 26 25

    31 32 33 34 35 36

    27

    R1W R1E

    T5N

    T6N

    T7N

    R2WRANGE

    TOW

    NSH

    IP

    R3WR4W

    T4N

    T3N

    R3W

    Well-numbering diagram (Note: maps in this report use abbreviated well numbers such as "1M1")

    San

    Bern

    ardi

    noM

    erid

    ian

    SECTION 1

    T4N

    4N/3W-1M1

    1

  • Regional Water Table (2000) and Ground-Water-Level Changes in the Mojave River and the Morongo Ground-Water Basins, Southwestern Mojave Desert, California

    By Gregory A. Smith

    ABSTRACT

    The Mojave River and Morongo ground-water basins are in the southwestern part of the Mojave Desert in southern California. Ground water from these basins supplies a major part of the water requirements for the region. The continuous population growth in this area has resulted in ever-increasing demands on local ground-water resources. The collection and interpretation of ground-water data helps local water districts, military bases, and private citizens gain a better understanding of the ground-water systems, and consequently, water availability.

    During 2000, the U. S. Geological Survey and other agencies made approximately 2,500 water-level measurements in the Mojave River and the Morongo ground-water basins. These data document recent conditions and, when compared with previous data, changes in ground-water levels. A water-level contour map was drawn using data from about 500 wells, providing coverage for most of the basins. Twenty-nine hydrographs show long-term (up to 70 years) water-level conditions throughout the basins, and 13 short-term (1996 to 2000) hydrographs show the effects of recharge and discharge along the Mojave River. In addition, a water-level-change map was compiled to compare 1998 and 2000 water-levels throughout the basins.

    In the Mojave River ground-water basins, water-level data showed little change from 1998 to 2000, with the exception of areas along the Mojave River. Water levels along the Mojave River were typically in decline or unchanged, with exceptions near the Hodge and the Lenwood outlet, where water levels rose in response to artificial recharge. The Morongo ground-water basin had virtually no change in water levels from 1998 to 2000, with the exception of Yucca Valley, where artificial recharge and ground-water withdrawal continues.

    INTRODUCTION

    The Mojave River and the Morongo ground-water basins are in the southwestern part of the Mojave Desert in southern California, approximately 80 and 40 mi northeast, respectively, of Los Angeles (fig. 1). Surface water in these basins is minimal and is normally limited to ephemeral flow during winter and spring storms. There is however, continuous flow from springs in some areas of the Morongo ground-water basin, and in parts of the Mojave River ground-water basin where the water table intersects the river channel. The lack of significant surface-water resources has resulted in the use of ground water as the primary source for private, agricultural, and municipal supply. Owing to increasing urbanization, demands on local water supplies have created overdraft conditions in some areas of the desert basins. Periodic monitoring of ground-water levels aids in the management of the Mojave River and the Morongo ground-water basins.

    Abstract 1

  • Figure 1. Location of the Mojave River and the Morongo ground-water basins, southwestern Mojave Desert, California.

    Mojave Riverdrainage basin

    boundary

    Mojave Water Agencymanagement area MAP

    AREA

    LOCATION OFSTUDY AREA

    EXPLANATION

    MOJAVE RIVERGROUND-WATER BASIN

    MORONGO GROUND-WATER BASIN

    MOJAVE DESERT

    LosAngeles

    SanDiego

    Pacific

    Ocean

    Pacific

    Ocean

    ANTELOPE

    VALLEY

    Los Angeles

    SanBernardino

    Co

    Inyo Co

    Kern Co

    SantaBarbara

    CoVentura

    Co

    San DiegoCo

    ImperialCo

    RiversideCo

    San Bernardino Co

    OrangeCo

    LosAngeles

    Co

    San Luis ObispoCo

    NEVADA

    ARIZONA

    MEXICOCALIFORNIA

    100 MILES500

    100 KILOMETERS500

    33°

    37°

    116°

    120°

    CA

    LIFO

    RN

    IA

    2 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • In a continuing effort to monitor ground-water conditions in the Mojave River and the Morongo ground-water basins, the U.S. Geological Survey (USGS), in cooperation with the Mojave Water Agency, constructed a water-table map describing present (2000) ground-water conditions. Water-level data were collected from approximately 500 wells to construct the map, which shows the altitude of the water table and general direction of ground-water movement. Historical water-level data were used to create 29 hydrographs and to show long-term water-level changes, for as much as 70 years, in selected wells (pl. 1). An additional 13 short-term hydrographs (1996–2000) for wells along the Mojave River were constructed to show the water-level changes during seasonal recharge and discharge (pl. 1). Short-term water-level changes were determined by comparing 1998 and 2000 water levels. These data were used to create a water-level-change map (fig. 2). This report is a continuation of a series of previously published USGS reports and maps by Stamos and Predmore (1995), Trayler and Koczot (1995), Mendez and Christensen (1997), and Smith and Pimentel (2000).

    Acknowledgments

    The author thanks the local water agencies that assisted in the collection of water-level data and provided access to their wells: the city of Adelanto, the Apple Valley Ranchos Water Company in Apple Valley, the Baldy Mesa and Hesperia Water Districts in Hesperia, the Mojave Water Agency, the County of San Bernardino, the Hi-Desert Water District in Yucca Valley, the Joshua Basin Water District in Joshua Tree, the Mojave Water Agency, and the Victor Valley Water District in Victorville. Great appreciation and thanks are also given to the many private citizens who provided access to their wells. Additional thanks go to Allen Christensen, Larry Schneider, and Christina Stamos-Pfeiffer and to all of the other USGS personnel that contributed to this project.

    Description of Study Area

    The Mojave River and the Morongo ground-water basins together encompass about 2,400 mi2. The climate of these basins is typical of the Mojave Desert

    region of southern California. Annual temperatures average 64°F and range from 3°F in the winter to above 116°F in the summer (Densmore and Londquist, 1997). Most areas of the basin floor receive 4 to 6 in./yr of precipitation, although annual precipitation can be greater than 40 in. in the southern and eastern San Bernardino and the San Gabriel Mountains (Lines, 1996). Recharge to the ground-water system from direct infiltration of precipitation is minimal.

    The Mojave River ground-water basin is approximately 1,400 mi2 and extends from the San Bernardino and the San Gabriel Mountains in the south to near the Gravel Hills and the Fort Irwin National Training Center in the north (pl. 1, fig. 1). The ground-water basin is bordered on the west by Antelope Valley and shares its southeastern boundary with the Morongo ground-water basin. For water-management purposes, the Mojave River ground-water basin has been divided into five subareas; Alto (including a transition zone), Baja, Centro, Este, and Oeste (fig. 2).

    The primary source of ground-water recharge in the Mojave River ground-water basin is intermittent streamflow in the Mojave River. Since July 1994, the basin has received additional recharge due to the release of imported water to the Mojave River at the Rock Springs Outlet (near well 4N/3W-31L9) southeast of Hesperia (Mojave Water Agency, 1996). Since 1998, recharge water also has been released at the Lenwood Outlet (near well 9N/3W-1R7) and at the Hodge Outlet (near well 9N/3W-22J4)(pl. 1).

    The Morongo ground-water basin is about 1,000 mi2 and is surrounded by the Ord and Granite Mountains to the north, the Bullion Mountains to the east, the San Bernardino Mountains to the southwest, and (not shown on pl. 1) the Pinto and Little San Bernardino Mountains to the south. The Morongo ground-water basin is separated into 17 subbasins; Copper Mountain, Deadman, Emerson, Fry, Giant Rock, Johnson, Joshua Tree, Lucerne, Mainside, Means, Mesquite, Pipes, Reche, Suprise Spring, Twentynine Palms, Upper Johnson, and Warren (fig. 2).

    The Morongo ground-water basin is recharged by infiltration from flow in ephemeral stream channels and from artificial-recharge ponds. In 1995, the Mojave Water Agency installed the High Desert recharge ponds at Yucca Valley (near well 1N/5E-36M6) in the Warren subbasin (pl. 1).

    Introduction 3

  • Figu

    re 2

    . S

    hort-

    term

    (199

    8–20

    00) w

    ater

    -leve

    l cha

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    4 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and the Morongo Basins, Southwestern Mojave Desert, California

  • GEOHYDROLOGY

    The boundaries of the Mojave River and the Morongo ground-water basins are generally defined by the contact between water-bearing unconsolidated deposits and surrounding and underlying non-water-bearing consolidated igneous and metamorphic rocks. For a more comprehensive description of the geohydrology of the ground-water basins refer to Stamos and others (2001), Smith and Pimentel (2000), and Mendez and Christensen (1997).

    Perched ground water has been identified in four areas of the Mojave River and the Morongo ground-water basins. Perched ground water is unconfined ground water separated from an underlying body of ground water by an unsaturated zone (Lohman, 1972). The approximate areas of perched ground water are near El Mirage Lake (dry), Adelanto (Montgomery Watson, 1998), Lucerne Valley (Jill Densmore, U.S. Geological Survey, written commun., 1999) and Mesquite Lake (dry) (Mendez and Christensen, 1997) (pl. 1 and fig. 3). Scant data were available for the Adelanto area; hence, the extent of the perched ground water is not clearly known and is based on the Montgomery Watson (1998) report.

    GROUND-WATER LEVELS AND FLOW

    Water-level data were collected in the spring of 2000 from 498 wells (table 1) in the Mojave River and the Morongo ground-water basins to determine the altitude of the water table and the direction of ground-water flow (pl. 1). The water table is the surface of a ground-water body at which the pressure is atmospheric. The water table is defined by the levels at which water stands in wells that just penetrate the water body (Lohman, 1972). The water-level measurements used for plate 1 are from wells with various perforated intervals in the saturated zone (water body). Although these wells may perforate different zones, the measured water levels accurately represent the water-table altitude and can be used with sufficient

    confidence to indicate the general direction of ground-water flow; ground water flows from areas of higher to areas of lower hydraulic head, (downgradient) and perpendicular to the water-level contours (pl. 1). Where 2000 water-level data were not available, contours were based largely on 1998 water-level conditions reported by Smith and Pimentel (2000).

    As part of ground-water observation network, the USGS, in cooperation with local water agencies, water districts, the military, and private landowners, has constructed many multiple-well monitoring sites (table 1). These sites consist of a cluster of two or more observation wells completed at different depths within a single borehole, each typically screened across a 20-foot interval. Data from the shallowest well of a multiple-well site were used for the regional water-table map. In areas of a perched water table, both the perched and regional water levels are shown on the water-level map (pl. 1and fig. 3).

    The 2000 water levels were measured using a steel tape or a calibrated electric tape; when neither of these methods was possible, an airline was used. Water-level data collected by other agencies were validated and deemed to adhere to USGS guidelines (noted as “reported” in table 1). The water-level altitude was determined by subtracting the water-level measurement (depth to water, in feet below land surface) from the established land-surface altitude above sea level.

    WATER-LEVEL CHANGES

    In most areas of the Mojave River and Morongo ground-water basins, water levels remained relatively unchanged from 1998 to 2000 (fig. 2); however, there were some significant changes along the Mojave River in the Alto and Baja subareas and in the Centro subarea near Hodge and Lenwood. In the Morongo ground-water basin, water levels rose significantly in the Lucerne and Warren subbasin. To illustrate water-level changes for periods greater than 2 years, 42 hydrographs were created for the basins (pl. 1).

    Geohydrology 5

  • Figure 3. Enlarged view of regional and perched water tables in the El Mirage Lake area, of the Mojave River ground-water basin in the southwestern Mojave Desert, California.

    ????

    ????

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    2,8002,800

    2,9002,900

    2,775

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    2,7502,750

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    2,8032,8032,7562,756

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    2,854*2,854*2,5862,586

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    PP2,7652,765

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    El Mirage Lake

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    0

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    2 KILOMETERS

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    T7N

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    6 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • Figure 3. —Continued.

    Fault—Dashed where approximatelylocated, dotted where concealed

    Water-table contour—Shows altitude ofwater table. Contour interval, in feet,is variable; dashed where approximatelylocated, queried where uncertain. Datumis sea level

    Generalized direction of ground-water flow

    Well in which water level was measured—Top number is abbreviated State well number.Bottom number is altitude of water level,in feet above sea level. (P) indicates pumpedwell

    Morongo ground-water basin (approximate)—Boundaries—

    EXPLANATION

    Mojave Water Agency management area

    Subarea

    Mojave River drainage basin

    21K121K1

    30M130M12,7662,766

    2,870*2,870*

    Perched water—Approximate area

    Regional

    Perched

    2,8002,800

    2,8002,8002,8502,850

    2,2502,250(Intermediate contour)

    (Intermediate contour)

    Regional

    Perched

    ????

    Water-Level Changes 7

  • Historical water-level data were used in conjunction with data collected during this study to determine both long-term (1930–2000) and short-term (1996–2000) water-level changes in the Mojave River and the Morongo ground-water basins. Long-term water-level changes are depicted by 29 water-level hydrographs (pl. 1) that include data collected from the early 1930s. Some hydrographs combine data from more than one well in order to show water-level changes over a greater period in a given area. Thirteen short-term hydrographs were constructed from data collected between 1996 and 2000 along the Mojave River (pl. 1). These short-term hydrographs show the effects of seasonal recharge and discharge along the river. Recharge along the Mojave River is primarily from infiltration of stormflows, usually during January through March and artificially at the Rock Springs, Hodge, and Lenwood outlets (pl. 1).

    In the Mojave River ground-water basin, a comparison of ground-water levels measured in the spring of 1998 and the spring of 2000 (fig. 2) indicates that changes in the regional aquifer system generally were less than or equal to 5 ft. Water levels measured in

    wells along the Mojave River showed the greatest change. In the Alto subarea, water levels declined as much as 37 ft. Farther downstream in the eastern Centro and the Baja subareas, water levels declined as much as 35 ft. Water levels in the Alto Transition Zone showed little change. However, water levels in the Centro subarea rose as much as 22 ft near the artificial-recharge sites of the Hodge Outlet (near well 9N/3W-22J4) and the Lenwood Outlet (near well 9N/3W-1R7) (pl. 1).

    In the Morongo ground-water basin, a comparison of ground-water levels measured in the spring of 1998 and the spring of 2000 (fig. 2) indicates that, in most wells, water levels changed 5 ft or less. However, wells in the Warren and Lucerne subbasins showed greater water-level changes. In the Warren subbasin, continuing artificial ground-water recharge has resulted in water-level rises as great as 49 ft (well 1N/5E-36M6); however, water levels in other parts of this subbasin declined as much as 69 ft (well 1N/5E-36L1) (fig.4). In the Lucerne subbasin, water levels rose as much as 24 ft and declined as much as 7 ft.

    8 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • Figu

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    Stat

    ew

    elln

    umbe

    r.B

    otto

    mnu

    mbe

    ris

    altit

    ude

    ofw

    ater

    leve

    l,in

    feet

    abov

    ese

    ale

    vel.

    (P)i

    ndic

    ates

    pum

    ped

    wel

    l

    Art

    ific

    ial-

    rech

    arge

    site

    and

    nam

    e

    War

    ren

    grou

    nd

    -wat

    erb

    asin

    bou

    nd

    ary

    3,00

    0?

    2,95

    0?

    (Inte

    rmed

    iate

    cont

    our)

    Mor

    ongo

    grou

    nd-w

    ater

    basi

    n(a

    ppro

    xim

    ate)

    –Su

    bbas

    inbo

    unda

    ry

    Bou

    ndar

    ies—

    3D1

    2,97

    92,

    979

    2,97

    9

    EX

    PL

    AN

    AT

    ION

    Hi-

    Des

    ert

    Out

    lets

    00

    2KI

    LOM

    ETER

    S

    2M

    ILES

    Water-Level Changes 9

  • REFERENCES CITED

    Bortugno, E.J., 1986, Map showing recency of faulting, San Bernardino Quadrangle, California Division of Mines and Geology Regional Geologic Map Series, San Bernardino Quadrangle-map no. 3A, scale 1:250,000.

    Densmore, J.N., and Londquist, C.J., 1997, Ground-water hydrology and water quality of Irwin Basin at Fort Irwin National Training Center, California: U.S. Geological Survey Water-Resources Investigations Report 97-4092, 159 p.

    Lines, G.C., 1996, Ground-water and surface-water relations along the Mojave River, southern California: U.S. Geological Survey Water-Resources Investigation Report 95-4189, 43 p.

    Lohman, S.W., 1972, Definitions of selected ground-water terms—Revisions and conceptual refinements: U. S. Geological Survey Water-Supply Paper 1988, 21 p.

    Londquist, C.J., and Martin, Peter, 1991, Geohydrology and ground-water-flow simulation of the Surprise Spring Basin aquifer system, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations report 97-4160, 34 p., map in pocket.

    Mendez, G.O., and Christensen, A.H., 1997, Regional water table (1996) and water-level changes in the Mojave River, the Morongo, and the Fort Irwin ground-water basins, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 97-4160, 34 p., map in pocket.

    Mojave Water Agency, 1996, Engineer’s Report on Water Supply: For Water Year 1994–1995: 54 p.

    Montgomery Watson, 1998, George Air Force Base, California. Air Force Base Conversion Agency Operation Location C. Prepared for Air Force Center for Environmental Excellence, Brooks Air Force Base, Texas. Full Service Remedial Action Contract F41624-94-D-8089-0004. Final Basewide Groundwater Monitoring Report October 1997 Event.

    Schaefer, D.H., 1978, Ground-water resources of the Marine Corps Base, Twentynine Palms, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigational Report 77-37, 29 p.

    Smith, G.A., and Pimentel, M.I., 2000, Regional water table (1998) and ground-water-level changes in the Mojave River and the Morongo ground-water basins, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 00-4090, 107 p.

    Stamos, C.L., Martin, P., Nishikawa, T., Cox, B., 2001, Simulation of ground-water flow in the Mojave River Basin, California: U.S. Geological Survey Water-Resources Investigations Report 01-4002, 129 p.

    Stamos, C.L., and Predmore, S.K., 1995, Data and water-table map of the Mojave River ground-water basins, San Bernardino County, California, November 1992: U.S. Geological Survey Water-Resources Investigations Report 95-4148, scale 1:125,000, 1 sheet.

    Trayler, C.R., and Koczot, K.M., 1995, Regional water table (1994) and water-level changes in the Morongo Basin, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 95-4209, scale 1:125,000, 1 sheet.

    10 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • TABLE

    11

  • Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

    ed 1

    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

    nd th

    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn m

    ojav

    e De

    sert,

    Sa

    n Be

    rnar

    dino

    Cou

    nty,

    Cal

    iforn

    ia—

    Cont

    inue

    d

    Stat

    e w

    ell N

    o.U

    SGS

    Iden

    tifica

    tion

    No.

    Alti

    tude

    of

    land

    su

    rfac

    e(ft

    abo

    ve

    sea

    leve

    l)

    Wel

    l de

    pth

    (ft)

    Ori

    gina

    l scr

    eene

    d or

    per

    fora

    ted

    inte

    rval

    (ft

    )

    2000

    1998

    Wat

    er-l

    evel

    ch

    ange

    s 19

    98–2

    000

    (ft)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft b

    elow

    )

    Wel

    l no

    tes

    Alti

    tude

    of

    wat

    er ta

    ble

    (ft a

    bove

    sea

    le

    vel)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft

    belo

    w/a

    bove

    (+

    ) lan

    d su

    rfac

    e)(ft

    )

    Wel

    l no

    tes

    †00

    1N00

    5E02

    N00

    134

    1144

    1162

    6060

    13,

    520

    ——

    04/1

    7/00

    61.7

    9—

    3,45

    8.21

    04/1

    0/98

    51.7

    5—

    -10.

    04

    †00

    1N00

    5E11

    C00

    234

    1125

    1162

    5520

    13,

    650

    ——

    03/0

    1/00

    212.

    16—

    3,43

    7.84

    04/2

    4/98

    209.

    94—

    -2.2

    2

    †00

    1N00

    5E33

    J001

    3407

    2911

    6272

    901

    3,37

    128

    024

    5–31

    002

    /29/

    0026

    6.47

    —3,

    104.

    5302

    /11/

    9825

    9.50

    —-6

    .97

    †00

    1N00

    5E34

    K00

    234

    0729

    1162

    6470

    23,

    380

    640

    228–

    378

    03/2

    3/00

    387

    *—

    2,99

    3—

    ——

    †00

    1N00

    5E34

    N00

    134

    0725

    1162

    7240

    13,

    340

    548

    200–

    281

    03/2

    3/00

    362

    *—

    2,97

    803

    /18/

    9836

    8.35

    —6.

    35

    †00

    1N00

    5E34

    P004

    3407

    2711

    6270

    801

    3,36

    01,

    020

    398–

    1,01

    004

    /05/

    0040

    5*

    —2,

    955

    03/1

    8/98

    417

    —12

    .00

    †00

    1N00

    5E34

    Q00

    134

    0724

    1162

    6480

    13,

    360

    757

    370–

    571

    03/2

    3/00

    392

    *—

    2,96

    803

    /18/

    9839

    5—

    3.00

    †00

    1N00

    5E34

    Q00

    234

    0727

    1162

    6380

    13,

    360

    990

    360–

    900

    04/0

    5/00

    393

    *—

    2,96

    7—

    ——

    †00

    1N00

    5E35

    K00

    134

    0729

    1162

    5370

    13,

    260

    860

    300–

    850

    04/0

    5/00

    302

    *—

    2,95

    8—

    ——

    001N

    005E

    35P0

    0134

    0722

    1162

    6030

    13,

    280

    504

    194–

    494

    04/0

    5/00

    280

    *—

    3,00

    0—

    ——

    †00

    1N00

    5E36

    H00

    234

    0751

    1162

    4190

    13,

    210

    1,00

    040

    0–1,

    000

    03/2

    3/00

    270

    *P

    2,94

    0—

    ——

    †00

    1N00

    5E36

    K00

    134

    0635

    1162

    4460

    13,

    230

    ——

    ——

    ——

    ——

    ——

    †00

    1N00

    5E36

    K00

    234

    0736

    1162

    4460

    13,

    230

    805

    323–

    780

    04/0

    5/00

    317

    *—

    2,91

    303

    /18/

    9828

    9—

    -28.

    00

    †00

    1N00

    5E36

    K00

    334

    0738

    1162

    4430

    13,

    230

    1,12

    055

    0–1,

    115

    03/2

    3/00

    179

    *—

    3,05

    1—

    ——

    †00

    1N00

    5E36

    L00

    134

    0734

    1162

    4540

    13,

    230

    735

    275–

    725

    03/2

    3/00

    299

    *—

    2,93

    103

    /18/

    9823

    0—

    -69.

    00

    †00

    1N00

    5E36

    M00

    434

    0731

    1162

    5100

    13,

    245

    800

    400–

    800

    03/2

    3/00

    —*

    O—

    ——

    ——

    †00

    1N00

    5E36

    M00

    534

    0732

    1162

    5170

    13,

    245

    1,45

    092

    0–1,

    450

    04/0

    5/00

    353

    *P

    2,89

    2—

    ——

    †00

    1N00

    5E36

    M00

    634

    0732

    1162

    5160

    13,

    245

    800

    450–

    800

    03/2

    3/00

    213

    *—

    3,03

    203

    /18/

    9826

    2—

    49.0

    0

    †00

    1N00

    6E29

    J003

    3408

    2111

    6220

    901

    3,09

    580

    335

    0–77

    303

    /23/

    0017

    7*

    —2,

    918

    03/2

    5/98

    176.

    08—

    -.92

    †00

    1N00

    6E29

    R00

    334

    0816

    1162

    2090

    13,

    105

    680

    360–

    660

    03/2

    3/00

    177

    *—

    2,92

    803

    /18/

    9817

    8.74

    —1.

    74

    †00

    1N00

    6E31

    C00

    134

    0750

    1162

    3440

    13,

    199

    730

    200–

    730

    03/2

    3/00

    197

    *—

    3,00

    2—

    ——

    †00

    1N00

    6E34

    D00

    5134

    0804

    1162

    0590

    33,

    030

    820

    780–

    820

    03/0

    2/00

    530.

    16—

    2,49

    9.84

    ——

    ——

    †00

    1N00

    7E10

    N00

    134

    1044

    1161

    4430

    12,

    385

    267

    —02

    /29/

    0020

    8.06

    —2,

    176.

    9402

    /10/

    9820

    8.13

    —.0

    7

    †00

    1N00

    7E23

    A00

    134

    0945

    1161

    2500

    12,

    376

    368

    360–

    370

    02/2

    9/00

    206.

    89—

    2,16

    9.11

    02/1

    0/98

    205.

    99—

    -.90

    †00

    1N00

    7E28

    Q00

    134

    0819

    1161

    4500

    12,

    483

    412

    —02

    /29/

    0020

    9.48

    —2,

    273.

    5202

    /10/

    9820

    7.18

    —-2

    .30

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

    ed 1

    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

    nd th

    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn M

    ojav

    e De

    sert,

    Ca

    lifor

    nia

    [Sta

    te w

    ell N

    o., s

    ee "

    Wel

    l-N

    umbe

    ring

    Sys

    tem

    " se

    ctio

    n in

    text

    ; som

    e nu

    mbe

    rs s

    ubje

    ct to

    cha

    nge

    upon

    ver

    ifica

    tion;

    U.S

    . Geo

    logi

    cal S

    urve

    y (U

    SGS)

    iden

    tifica

    tion

    num

    ber;

    wel

    l not

    es: D

    , dry

    ; F, fl

    owin

    g; N

    , m

    easu

    rem

    ent d

    isco

    ntin

    ued;

    O, o

    bstr

    uctio

    n; P

    , pum

    ping

    ; R, r

    ecen

    tly p

    umpe

    d; S

    , nea

    rby

    pum

    ping

    ; T, n

    earb

    y re

    cent

    ly p

    umpe

    d; V

    , for

    eign

    sub

    stan

    ce; W

    , wel

    l des

    troy

    ed; Z

    , oth

    er; f

    t, fo

    ot; —

    , no

    data

    ]

    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    12 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • †00

    1N00

    7E28

    R00

    234

    0819

    1161

    4520

    12,

    464

    262

    —02

    /29/

    0019

    2.08

    —2,

    271.

    922/

    11/9

    818

    9.76

    —-2

    .32

    †00

    1N00

    7E30

    K00

    134

    0831

    1161

    7220

    12,

    625

    740

    —03

    /01/

    0035

    3*

    —2,

    272

    3/24

    /98

    350.

    17—

    -2.8

    3

    †00

    1N00

    7E32

    C00

    134

    0801

    1161

    6340

    12,

    610

    ——

    02/2

    9/00

    336.

    53—

    2,27

    3.47

    2/11

    /98

    334.

    43—

    -2.1

    0

    †00

    1N00

    7E34

    B00

    134

    0803

    1161

    4060

    12,

    489

    590

    527–

    590

    02/2

    9/00

    222.

    53—

    2,26

    6.47

    2/11

    /98

    220.

    16—

    -2.3

    7

    †00

    1N00

    7E34

    D00

    134

    0754

    1161

    4450

    12,

    543

    396

    261–

    391

    02/2

    9/00

    268.

    77—

    2,27

    4.23

    2/10

    /98

    266.

    33—

    -2.4

    4

    †00

    1N00

    8E12

    G00

    134

    1114

    1160

    5330

    11,

    973

    ——

    05/0

    2/00

    203.

    14—

    1,76

    9.86

    ——

    ——

    †00

    1N00

    8E30

    J001

    3408

    3111

    6104

    201

    2,35

    339

    080

    –600

    05/1

    0/00

    176.

    38—

    2,17

    6.62

    ——

    ——

    †00

    1N00

    8E30

    N00

    134

    0807

    1161

    1310

    12,

    490

    400

    200–

    400

    05/1

    0/00

    314.

    70—

    2,17

    5.30

    ——

    ——

    †00

    1N00

    8E33

    A00

    234

    0804

    1160

    8300

    12,

    510

    350

    195–

    345

    05/0

    2/00

    316.

    92—

    2,19

    3.08

    ——

    ——

    †00

    1N00

    8E33

    A00

    334

    0803

    1160

    8290

    12,

    510

    408

    258–

    403

    05/0

    2/00

    318.

    27—

    2,19

    1.73

    ——

    ——

    †00

    1N00

    8E33

    A00

    434

    0805

    1160

    8290

    12,

    510

    530

    318–

    510

    05/0

    2/00

    313.

    53—

    2,19

    6.47

    ——

    ——

    †00

    1N00

    8E33

    A00

    534

    0804

    1160

    8290

    12,

    510

    410

    310–

    410

    05/0

    2/00

    317.

    05—

    2,19

    2.95

    ——

    ——

    †00

    1N00

    8E33

    J001

    3407

    3111

    6084

    301

    2,70

    055

    331

    0–33

    005

    /10/

    0042

    4.02

    —2,

    275.

    98—

    ——

    †00

    1N00

    8E34

    M00

    134

    0731

    1160

    8260

    12,

    700

    410

    391

    05/1

    0/00

    321.

    54—

    2,37

    8.46

    ——

    ——

    †00

    1N00

    8E34

    N00

    134

    0722

    1160

    8170

    12,

    690

    350

    250–

    350

    05/1

    0/00

    270.

    93—

    2,41

    9.07

    ——

    ——

    †00

    1N00

    9E04

    C00

    134

    1226

    1160

    2460

    11,

    769

    244

    218–

    243

    05/1

    1/00

    223.

    50—

    1,54

    5.59

    ——

    ——

    †00

    1N00

    9E11

    N00

    234

    1047

    1160

    1050

    11,

    790

    ——

    05/0

    1/00

    243.

    36—

    1,54

    6.64

    ——

    ——

    †00

    1N00

    9E17

    E00

    134

    1031

    1160

    4140

    11,

    870

    130

    —05

    /01/

    0011

    1.68

    —1,

    758.

    32—

    ——

    †00

    1N00

    9E23

    D00

    134

    0953

    1160

    0500

    11,

    800

    ——

    05/0

    1/00

    263.

    35—

    1,53

    6.65

    ——

    ——

    †00

    1N00

    9E27

    C00

    134

    0855

    1160

    1360

    11,

    867

    90—

    05/0

    1/00

    86.5

    2—

    1,78

    0.48

    ——

    ——

    †00

    1N00

    9E31

    A00

    434

    0755

    1160

    4250

    12,

    085

    398

    160–

    398

    05/0

    2/00

    177.

    09—

    1,90

    7.91

    ——

    ——

    †00

    1N00

    9E31

    C00

    134

    0757

    1160

    4560

    12,

    105

    ——

    05/0

    2/00

    195.

    60—

    1,90

    9.40

    ——

    ——

    †00

    1N00

    9E32

    P001

    3407

    1911

    6034

    901

    2,14

    032

    022

    0–32

    005

    /02/

    0019

    4.07

    —1,

    945.

    93—

    ——

    †00

    1N00

    9E33

    F005

    3407

    4311

    6025

    502

    1,98

    122

    20–2

    205

    /01/

    00—

    D—

    ——

    ——

    †00

    1N00

    9E33

    H00

    134

    0741

    1160

    2200

    11,

    961

    7775

    –77

    05/0

    1/00

    55.6

    6—

    1,90

    5.34

    ——

    ——

    †00

    1N00

    9E33

    J003

    3407

    3911

    6021

    701

    1,97

    235

    33–3

    505

    /01/

    0020

    .13

    —1,

    951.

    89—

    ——

    †00

    1N00

    9E33

    K00

    534

    0739

    1160

    2300

    41,

    973

    2825

    .6–2

    7.6

    05/0

    1/00

    26.3

    5—

    1,94

    6.78

    ——

    ——

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

    ed 1

    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

    nd th

    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn m

    ojav

    e De

    sert,

    Sa

    n Be

    rnar

    dino

    Cou

    nty,

    Cal

    iforn

    ia—

    Cont

    inue

    d

    Stat

    e w

    ell N

    o.U

    SGS

    Iden

    tifica

    tion

    No.

    Alti

    tude

    of

    land

    su

    rfac

    e(ft

    abo

    ve

    sea

    leve

    l)

    Wel

    l de

    pth

    (ft)

    Ori

    gina

    l scr

    eene

    d or

    per

    fora

    ted

    inte

    rval

    (ft

    )

    2000

    1998

    Wat

    er-l

    evel

    ch

    ange

    s 19

    98–2

    000

    (ft)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft b

    elow

    )

    Wel

    l no

    tes

    Alti

    tude

    of

    wat

    er ta

    ble

    (ft a

    bove

    sea

    le

    vel)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft

    belo

    w/a

    bove

    (+

    ) lan

    d su

    rfac

    e)(ft

    )

    Wel

    l no

    tes

    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    Table 13

  • †00

    1N00

    9E34

    A00

    134

    0808

    1160

    1210

    11,

    935

    235

    —05

    /10/

    0014

    8.62

    —1,

    786.

    38—

    ——

    †00

    1S00

    5E03

    D00

    134

    0717

    1162

    7100

    13,

    340

    940

    400–

    940

    04/0

    5/00

    361

    *—

    2,97

    9.00

    ——

    ——

    †00

    1S00

    5E05

    A00

    134

    0700

    1162

    8320

    13,

    554

    371

    145–

    340

    03/2

    5/00

    114.

    05—

    3,43

    9.95

    03/2

    5/98

    114.

    05—

    0.00

    †00

    1S00

    5E10

    D00

    334

    0609

    1162

    7120

    13,

    585

    ——

    03/0

    7/00

    59.4

    1—

    3,52

    5.59

    03/2

    9/98

    55.9

    8—

    -3.4

    3

    †00

    1S00

    9E03

    D00

    134

    0714

    1160

    2070

    12,

    075

    275

    —05

    /11/

    0012

    6.57

    —1,

    948.

    43—

    ——

    †00

    2N00

    5E12

    N00

    134

    1600

    1162

    5080

    13,

    217

    358

    337–

    358

    03/0

    1/00

    290.

    32—

    2,92

    6.68

    02/1

    2/98

    286.

    15—

    -4.1

    7

    †00

    2N00

    5E13

    A00

    134

    1549

    1162

    4160

    13,

    079

    155

    135–

    190

    03/0

    1/00

    151.

    72—

    2,92

    7.28

    03/1

    1/98

    147.

    97—

    -3.7

    5

    †00

    2N00

    5E24

    H00

    134

    1444

    1162

    4170

    13,

    282

    604

    220–

    580

    04/0

    5/00

    282

    *—

    3,00

    0—

    ——

    †00

    2N00

    5E27

    A00

    134

    1412

    1162

    6220

    13,

    470

    445

    443–

    485

    03/0

    1/00

    230.

    79—

    3,23

    9.21

    03/1

    1/98

    230.

    40—

    -.39

    †00

    2N00

    6E11

    M00

    134

    1622

    1161

    9460

    12,

    803

    790

    750

    05/1

    1/00

    486.

    63—

    2,31

    6.37

    02/1

    1/98

    482.

    63—

    -4.0

    0

    †00

    2N00

    6E18

    B00

    134

    1556

    1162

    3340

    13,

    087

    310

    187–

    305

    04/1

    7/00

    230.

    32—

    2,85

    6.68

    04/1

    0/98

    228.

    35—

    -1.9

    7

    †00

    2N00

    6E31

    D00

    134

    1316

    1162

    4010

    13,

    395

    353

    337–

    358

    03/0

    1/00

    313.

    09—

    3,08

    1.91

    02/1

    2/98

    316.

    39—

    3.30

    †00

    2N00

    7E02

    C00

    134

    1741

    1161

    3250

    12,

    272

    377

    149–

    377

    05/0

    4/00

    139.

    63—

    2,13

    2.48

    ——

    ——

    †00

    2N00

    7E03

    A00

    134

    1740

    1161

    3420

    12,

    301

    550

    210–

    550

    05/0

    4/00

    168.

    78—

    2,13

    2.12

    ——

    ——

    †00

    2N00

    7E03

    B00

    134

    1736

    1161

    4120

    12,

    355

    700

    260–

    690

    05/0

    4/00

    167.

    19—

    2,18

    8.11

    ——

    ——

    †00

    2N00

    7E04

    H00

    134

    1720

    1161

    4560

    12,

    442

    420

    300–

    420

    05/0

    9/00

    219.

    54—

    2,22

    2.63

    ——

    ——

    †00

    2N00

    7E05

    B00

    134

    1742

    1161

    6070

    12,

    587

    405

    385–

    405

    05/0

    9/00

    360.

    60—

    2,22

    6.12

    ——

    ——

    †00

    2N00

    7E10

    D00

    4134

    1643

    1161

    4440

    42,

    581

    420

    400–

    420

    05/2

    4/00

    364.

    27—

    2,21

    6.61

    ——

    ——

    †00

    2N00

    7E11

    R00

    3134

    1601

    1161

    2480

    32,

    449

    300

    280–

    300

    03/2

    9/00

    239.

    12—

    2,20

    9.75

    ——

    ——

    †00

    2N00

    7E19

    A00

    134

    1501

    1161

    7060

    12,

    748

    650

    500–

    645

    03/0

    1/00

    506.

    29—

    2,24

    1.71

    02/1

    1/98

    506.

    27—

    -.02

    †00

    2N00

    7E36

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    134

    1238

    1161

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    305

    462

    305–

    462

    02/2

    9/00

    289.

    60—

    2,01

    5.40

    02/1

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    289.

    46—

    -.14

    †00

    2N00

    8E04

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    3134

    1736

    1160

    8590

    12,

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    230

    204.

    3–22

    9.3

    05/0

    8/00

    209.

    11—

    1,80

    1.19

    ——

    ——

    †00

    2N00

    8E04

    D00

    4134

    1737

    1160

    9280

    12,

    028

    248

    222.

    5–24

    7.5

    05/0

    8/00

    227.

    05—

    1,80

    1.33

    ——

    ——

    †00

    2N00

    8E04

    F001

    3417

    2511

    6090

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    2,02

    224

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    0.91

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    801.

    12—

    ——

    †00

    2N00

    8E04

    L00

    3134

    1709

    1160

    9040

    32,

    042

    285

    245–

    285

    05/0

    8/00

    240.

    66—

    1,80

    0.89

    ——

    ——

    †00

    2N00

    8E05

    A00

    234

    1738

    1160

    9340

    12,

    036

    254

    228–

    253

    05/0

    8/00

    237.

    64—

    1,79

    8.79

    ——

    ——

    †00

    2N00

    8E07

    K00

    134

    1621

    1161

    1060

    12,

    270

    525

    125–

    505

    05/0

    9/00

    441.

    14—

    1,82

    8.86

    ——

    ——

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

    ed 1

    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

    nd th

    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn m

    ojav

    e De

    sert,

    Sa

    n Be

    rnar

    dino

    Cou

    nty,

    Cal

    iforn

    ia—

    Cont

    inue

    d

    Stat

    e w

    ell N

    o.U

    SGS

    Iden

    tifica

    tion

    No.

    Alti

    tude

    of

    land

    su

    rfac

    e(ft

    abo

    ve

    sea

    leve

    l)

    Wel

    l de

    pth

    (ft)

    Ori

    gina

    l scr

    eene

    d or

    per

    fora

    ted

    inte

    rval

    (ft

    )

    2000

    1998

    Wat

    er-l

    evel

    ch

    ange

    s 19

    98–2

    000

    (ft)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft b

    elow

    )

    Wel

    l no

    tes

    Alti

    tude

    of

    wat

    er ta

    ble

    (ft a

    bove

    sea

    le

    vel)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft

    belo

    w/a

    bove

    (+

    ) lan

    d su

    rfac

    e)(ft

    )

    Wel

    l no

    tes

    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    14 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

  • †00

    2N00

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    94—

    ——

    †00

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    5.89

    ——

    ——

    †00

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    373.

    73—

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    6.94

    ——

    ——

    †00

    2N00

    9E20

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    2134

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    1160

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    771

    270

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    1,54

    5.15

    ——

    ——

    †00

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    397

    367–

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    27—

    1,54

    6.74

    ——

    ——

    †00

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    9E29

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    212.

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    1,54

    7.83

    ——

    ——

    †00

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    69—

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    6.69

    ——

    ——

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    ——

    ——

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    1,54

    7.61

    ——

    ——

    †00

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    235.

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    1,54

    4.97

    ——

    ——

    †00

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    1,76

    2.02

    ——

    ——

    †00

    3N00

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    134

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    02/1

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    †00

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    134

    2300

    1171

    6030

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    0

    †00

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    03/2

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    4—

    2,90

    0.26

    ——

    ——

    †00

    3N00

    4W31

    B00

    234

    1840

    1172

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    ——

    03/1

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    3,19

    4.72

    03/1

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    6.43

    —-8

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    †00

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    3422

    2111

    6190

    801

    2,41

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    11—

    2,24

    7.89

    ——

    ——

    †00

    3N00

    6E04

    L00

    134

    2219

    1162

    1350

    12,

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    137

    —05

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    234

    2227

    1162

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    ——

    ——

    †00

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    P001

    3422

    1711

    6213

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    05/1

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    ——

    ——

    †00

    3N00

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    134

    2107

    1162

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    507

    295

    275–

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    05/0

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    97—

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    2.03

    03/3

    0/98

    174.

    47—

    -.50

    †00

    3N00

    6E27

    B00

    134

    1925

    1162

    0250

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    643

    415

    395–

    415

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    310.

    04—

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    2.96

    03/3

    0/98

    309.

    52—

    -.52

    †00

    3N00

    7E19

    N00

    134

    1939

    1161

    7450

    12,

    488

    334

    275–

    295

    05/0

    4/00

    245.

    36—

    2,24

    3.04

    ——

    ——

    †00

    3N00

    7E20

    C00

    134

    2111

    1161

    7480

    12,

    445

    605

    228–

    605

    05/0

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    202.

    13—

    2,24

    2.77

    ——

    ——

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

    ed 1

    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

    nd th

    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn m

    ojav

    e De

    sert,

    Sa

    n Be

    rnar

    dino

    Cou

    nty,

    Cal

    iforn

    ia—

    Cont

    inue

    d

    Stat

    e w

    ell N

    o.U

    SGS

    Iden

    tifica

    tion

    No.

    Alti

    tude

    of

    land

    su

    rfac

    e(ft

    abo

    ve

    sea

    leve

    l)

    Wel

    l de

    pth

    (ft)

    Ori

    gina

    l scr

    eene

    d or

    per

    fora

    ted

    inte

    rval

    (ft

    )

    2000

    1998

    Wat

    er-l

    evel

    ch

    ange

    s 19

    98–2

    000

    (ft)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft b

    elow

    )

    Wel

    l no

    tes

    Alti

    tude

    of

    wat

    er ta

    ble

    (ft a

    bove

    sea

    le

    vel)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

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    te

    Dep

    th to

    w

    ater

    (ft

    belo

    w/a

    bove

    (+

    ) lan

    d su

    rfac

    e)(ft

    )

    Wel

    l no

    tes

    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    Table 15

  • †00

    3N00

    7E20

    M00

    134

    1952

    1161

    6460

    12,

    458

    295

    275–

    295

    05/0

    4/00

    215.

    24—

    2,24

    2.26

    ——

    ——

    †00

    3N00

    7E27

    H00

    134

    1909

    1161

    3410

    12,

    240

    572

    472–

    572

    05/0

    9/00

    409.

    96—

    1,83

    0.04

    ——

    ——

    †00

    3N00

    7E28

    D00

    134

    1918

    1161

    5300

    12,

    473

    618

    418–

    598

    05/0

    9/00

    233.

    10—

    2,24

    0.09

    ——

    ——

    †00

    3N00

    7E29

    G00

    134

    1912

    1161

    6080

    12,

    501

    348

    312–

    348

    05/0

    4/00

    262.

    53—

    2,23

    8.07

    ——

    ——

    †00

    3N00

    7E31

    E00

    134

    1823

    1161

    7500

    12,

    514

    401

    —05

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    0025

    2.95

    —2,

    261.

    05—

    ——

    †00

    3N00

    7E32

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    1134

    1826

    1161

    6450

    12,

    544

    618

    418–

    598

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    9/00

    315.

    20—

    2,22

    8.80

    ——

    ——

    †00

    3N00

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    6134

    1829

    1161

    6440

    42,

    544

    370

    350–

    370

    03/2

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    306.

    76—

    2,23

    7.66

    ——

    ——

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    1833

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    274.

    34—

    2,22

    6.56

    ——

    ——

    †00

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    1809

    1161

    1580

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    111

    399

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    279.

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    1,83

    1.50

    ——

    ——

    †00

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    134

    2037

    1161

    0110

    11,

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    47.6

    1—

    1,80

    2.74

    ——

    ——

    †00

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    6090

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    50—

    ——

    †00

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    1918

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    88.6

    2—

    1,80

    2.31

    ——

    ——

    †00

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    590

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    102.

    83—

    1,80

    2.89

    ——

    ——

    †00

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    ——

    ——

    †00

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    234

    1822

    1160

    8330

    11,

    837

    5630

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    1,80

    1.43

    ——

    ——

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    234

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    1160

    9250

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    190.

    46—

    1,80

    1.38

    ——

    ——

    †00

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    1823

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    ——

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    118.

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    —.8

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    4.52

    03/1

    0/98

    180.

    25—

    -.23

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    134

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    405

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    340

    03/0

    8/00

    180.

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    2,88

    1.90

    02/0

    6/98

    187.

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    6.93

    †00

    4N00

    1E20

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    134

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    1165

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    95—

    ——

    †00

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    1E23

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    1134

    2518

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    660

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    756.

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    9835

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    *—

    -.97

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    1E23

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    358.

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    4N00

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    4803

    /27/

    9815

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    2,87

    856

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    151.

    82*

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    37

    004N

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    3427

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    6.17

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    2,75

    1.83

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    124.

    83*

    —-1

    .34

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

    rison

    bet

    wee

    n se

    lect

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    998

    and

    2000

    wat

    er le

    vels

    for t

    he M

    ojav

    e Ri

    ver a

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    e M

    oron

    go g

    roun

    d-w

    ater

    bas

    ins,

    in th

    e so

    uthw

    este

    rn m

    ojav

    e De

    sert,

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    n Be

    rnar

    dino

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    nty,

    Cal

    iforn

    ia—

    Cont

    inue

    d

    Stat

    e w

    ell N

    o.U

    SGS

    Iden

    tifica

    tion

    No.

    Alti

    tude

    of

    land

    su

    rfac

    e(ft

    abo

    ve

    sea

    leve

    l)

    Wel

    l de

    pth

    (ft)

    Ori

    gina

    l scr

    eene

    d or

    per

    fora

    ted

    inte

    rval

    (ft

    )

    2000

    1998

    Wat

    er-l

    evel

    ch

    ange

    s 19

    98–2

    000

    (ft)

    Wat

    er-

    leve

    l m

    easu

    re-

    men

    t da

    te

    Dep

    th to

    w

    ater

    (ft b

    elow

    )

    Wel

    l no

    tes

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    tude

    of

    wat

    er ta

    ble

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    vel)

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    l m

    easu

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    t da

    te

    Dep

    th to

    w

    ater

    (ft

    belo

    w/a

    bove

    (+

    ) lan

    d su

    rfac

    e)(ft

    )

    Wel

    l no

    tes

    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    16 Regional Water Table (2000) and Ground-Water-Level Changes, Mojave River and Morongo Basins, Southwestern Mojave Desert, California

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    ——

    †00

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    9.58

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    ——

    †00

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    198.

    04—

    .10

    Tabl

    e 1.

    Wel

    l-con

    stru

    ctio

    n in

    form

    atio

    n an

    d co

    mpa

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    bet

    wee

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    wat

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    for t

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    n Be

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    nty,

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    ia—

    Cont

    inue

    d

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    e w

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    Iden

    tifica

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    tude

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    inte

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    2000

    1998

    Wat

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    ch

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    s 19

    98–2

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    Wat

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    See

    foot

    note

    s at

    end

    of

    tabl

    e.

    Table 17

  • †00

    4N00

    3E35

    J001

    3423

    2411

    6374

    901

    2,92

    051

    220

    0–51

    203

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    5.96

    —2,

    784.

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    /04/

    9813

    5.99

    —0.

    03

    †00

    4N00

    3W01

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    134

    2744

    1170

    9110

    13,

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    730

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    9.99

    —2,

    805.

    0104

    /10/

    9823

    7.30

    —-2

    .69

    †00

    4N00

    3W07

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    134

    2641

    1171

    4160

    12,

    858

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    810.

    1304

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    9847

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    4N00

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    1134

    2726

    1170

    8240

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    122

    600

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    304.

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    —2,

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    9803

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    9830

    2.12

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    3427

    2611

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    2,82

    3.60

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    0/98

    299.

    69—

    1.29

    †00

    4N00

    3W15

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    134

    2630

    1171

    0450

    13,

    076

    390

    330–

    390

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    273.

    27—

    2,80

    2.73

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    51—

    -4.7

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    †00

    4N00

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    334

    2613

    1171

    3260

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    865

    ——

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    62.1

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    2,80

    2.84

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    52.4

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    -9.7

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    4N00

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    2,79

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    3425

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    7134

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    2,88

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    9860

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    5134

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    134

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    4180

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    2490

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    970

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    72—

    2,81

    6.28

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    56—

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    60—

    ——

    †00

    4N00

    3W31

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    1171

    4070

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    920

    ——

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    860.

    92—

    ——

    004N

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    31L

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    3423

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    7141

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    381.

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    0081

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    2,92

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    260.

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    4N00

    4E19

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    1163

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    4E29

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    134

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    5410

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    29.7

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    2,74

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    ——

    ——

    †00

    4N00