Montana Ground-Water Assessment Atlas No. 1
Ground-Water Resources of the
Lower Yellowstone River Area: Dawson,
Fallon, Prairie, Richland, and
Wibaux Counties, Montana
Part A—Descriptive Overview and Basic Data
Larry N. Smith, John I. LaFave, Thomas W. Patton,
James C. Rose, and Dennis P. McKenna
A hard copy of this
ublication is available
m our publication office.
one us at 406/496-4167
ordering instructions or
email us at
[email protected]
2000
i
Montana Ground-Water Assessment Atlas No. 1
Ground-Water Resources of the
Lower Yellowstone River Area:
Dawson, Fallon, Prairie, Richland,
and Wibaux Counties, Montana
Part A * Descriptive Overview and Basic Data
by
Larry N. Smith
John I. LaFave
Thomas W. Patton
James C. Rose
Dennis P. McKenna**
* The atlas is published in two parts: Part A contains a descriptive overview of the
study area, basic data, and an illustrated glossary to introduce and explain many
specialized terms used in the text; Part B contains the 10 maps referenced in this
document. The maps offer expanded discussions about many aspects of the hydrogeology
of the Lower Yellowstone River Area. Parts A and B are published separately and each
map in Part B is also available individually.
** Now with the Illinois Department of Agriculture, P.O. Box 19281, Springfield,
Illinois 62794-9281
ii
© 2000 by the Montana Bureau of Mines and Geology
iii
Contents
List of Figures ........................................................................................................ iv
List of Tables........................................................................................................... v
List of Maps in Part B .............................................................................................. v
Preface .................................................................................................................. vi
The Montana Ground-Water Assessment Act ................................................... vi
Montana Ground-Water Assessment Atlas Series ............................................. vi
Summary ............................................................................................................... vi
Introduction ......................................................................................................... 1
Purpose and Scope ......................................................................................... 1
Previous Investigations ..................................................................................... 1
Methods of Investigation.................................................................................. 2
Description of Study Area ................................................................................ 2
Cultural Features .............................................................................................. 3
Climate ............................................................................................................ 3
Water Use ......................................................................................................... 4
Water Balance .................................................................................................. 4
Geologic Framework ............................................................................................. 5
Stratigraphy ..................................................................................................... 6
Unconsolidated Deposits ........................................................................... 6
Fort Union Formation.................................................................................. 7
Hell Creek Formation .................................................................................. 8
Fox Hills Formation ................................................................................... 10
Pierre Shale .............................................................................................. 10
Hydrologic Units ................................................................................................. 10
Occurrence and Movement of Ground Water ................................................ 12
Shallow Hydrologic Unit ........................................................................... 12
Deep Hydrologic Unit ............................................................................... 12
Fox Hills–Lower Hell Creek Aquifer ........................................................... 13
Water-Level Fluctuations ................................................................................ 14
Shallow Hydrologic Unit ........................................................................... 14
Deep Hydrologic Unit ............................................................................... 14
Fox Hills–Lower Hell Creek Aquifer ........................................................... 17
Aquifer Testing and Hydraulic Properties ....................................................... 19
Ground-Water Quality ......................................................................................... 21
Ground-Water Sampling ................................................................................. 21
Dissolved Constituents ................................................................................... 23
Shallow Hydrologic Unit ........................................................................... 23
Deep Hydrologic Unit ............................................................................... 23
Fox Hills–Lower Hell Creek Aquifer ........................................................... 23
Major-Ion Chemistry ....................................................................................... 24
Nitrate and Fluoride ................................................................................. 27
Isotopes ........................................................................................................ 27
Tritium ...................................................................................................... 27
The Relationship of Tritium to Nitrate in the Shallow Hydrologic Unit .. 28
Aquifer Sensitivity ..................................................................................... 29
Carbon, Hydrogen, and Oxygen Isotopes in the
Fox Hills–Lower Hell Creek Aquifer ..................................................... 31
Conclusions ........................................................................................................ 34
iv
Contents continued
Acknowledgements ............................................................................................ 35
References .......................................................................................................... 35
Glossary .............................................................................................................. 38
Appendix A. Site Location System for Points in the Public Land Survey System ...A-1
Appendix B. List of Inventoried Wells ................................................................. B-1
Appendix C. Inorganic Water-Quality Data .......................................................... C-1
Appendix D. Isotope Data .................................................................................. D-1
List of Figures
Figure 1. The Lower Yellowstone River Area .......................................................... 2
Figure 2. Monthly mean temperatures for major communities ............................... 3
Figure 3. Monthly mean precipitation for major communities ................................ 3
Figure 4. Estimated water-usage ............................................................................ 4
Figure 5. Streamflow gaging sites ........................................................................... 5
Figure 6. The Yellowstone River discharges ............................................................ 5
Figure 7. Structural features in the Lower Yellowstone River Area ......................... 6
Figure 8. Geologic units in the Lower Yellowstone River Area ............................... 7
Figure 9. Photo of sand and gravel-dominated deposits ....................................... 8
Figure 10. Photo of sandstones and mudstones of the Fort Union Formation ....... 8
Figure 11. Photo of mudstones, siltstones, and sandstones of
the Hell Creek Formation ................................................................................. 9
Figure 12. Photo of sandstones in the lower Hell Creek Formation ....................... 9
Figure 13. Photo of white sandstone of the Colgate Member
of the Fox Hills Formation .............................................................................. 10
Figure 14. Generalized cross section of geologic units and hydrologic units ....... 11
Figure 15. The distribution of wells completed in the Shallow Hydrologic Unit ... 11
Figure 16. The distribution of wells in the Deep Hydrologic Unit ......................... 12
Figure 17. The distribution of wells in the Fox Hills–lower Hell Creek aquifer ...... 13
Figure 18. Hydrographs, Shallow Hydrologic Unit ................................................ 15
Figure 19. Hydrographs and cumulative departure from
normal, Shallow Hydrologic Unit .................................................................... 15
Figure 20. Hydrographs, seasonal changes .......................................................... 16
Figure 21. Hydrograph, changes with river flow .................................................. 17
Figure 22. Hydrographs, Deep Hydrologic Unit .................................................... 18
Figure 23. Hydrographs, Fox Hills–lower Hell Creek aquifer ................................. 19
Figure 24. Specific capacities .............................................................................. 20
Figure 25. Location of aquifer tests ..................................................................... 21
Figure 26. Comparison of major-ion results between the duplicate samples ....... 24
Figure 27. Dissolved-constituent concentrations ................................................. 24
Figure 28. Concentrations of individual ions ........................................................ 25
Figure 29. A trilinear plot of water chemistry ....................................................... 26
Figure 30. Nitrate and fluoride concentrations .................................................... 28
Figure 31. Tritium sampling locations in the Shallow Hydrologic Unit ................... 29
Figure 32. Tritium concentrations with depth ...................................................... 30
Figure 33. Nitrate and tritium concentrations with depth .................................... 30
Figure 34. Aquifer sensitivity schematic ............................................................... 31
Figure 35. Isotope sampling locations, Fox Hills–lower Hell Creek aquifer ........... 32
v
List of Figures continued
Figure 36. Plot of delta oxygen-18 and deuterium concentrations
from the Fox Hills–lower Hell Creek aquifer ................................................... 34
Figure 37. Unsaturated zone and saturated zone concepts ................................ 38
Figure 38. Unconfined and confined aquifers ..................................................... 38
Figure 39. Artesian conditions ............................................................................. 39
Figure 40. Ground-water recharge and discharge ............................................... 39
Figure 41. The range of hydraulic conductivity values
for typical geologic materials ............................................................................... 40
Figure 42. The hydrologic cycle ........................................................................... 41
Figure 43. Well construction diagram .................................................................. 42
Figure 44. Cone of depression, zone of influence, and zone of contribution ..... 43
List of Tables
Table 1. Summary of aquifer tests conducted near Willard and Sidney ................ 22
Table 2. Summary of slug test results ................................................................... 23
List of Maps in Part B*
Map 1. Geologic Framework of Hydrologic Units
Map 2. Thickness of Unconsolidated Deposits
Map 3. Thickness of the Fox Hills–Lower Hell Creek Aquifer
Map 4. Depth to the Upper Cretaceous Fox Hills–Lower Hell Creek Aquifer
Map 5. Potentiometric Surface Map for the Shallow Hydrologic Unit
Map 6. Potentiometric Surface Map for the Deep Hydrologic Unit
Map 7. Potentiometric Surface Map of the Fox Hills–Lower Hell Creek Aquifer
Map 8. Dissolved Constituents Map for the Shallow Hydrologic Unit
Map 9. Dissolved Constituents Map of the Deep Hydrologic Unit
Map 10. Dissolved Constituents Map of the Fox Hills–Lower Hell Creek Aquifer
*Note: Maps in Part B are published separately and may be obtained from Montana Bureau of
Mines and Geology Publication Sales Office.
vi
Preface
The Montana Ground-Water Assessment Act
In response to concerns about management of ground water in Montana, the 1989
Legislature instructed the Environmental Quality Council (EQC) to evaluate the state’s
ground-water programs. The EQC task force identified major problems in managing
ground water that were attributable to insufficient data and lack of systematic data
collection. The task force recommended implementing long-term monitoring, systematic
characterization of ground-water resources, and creating a computerized data base.
Following these recommendations, the 1991 Legislature passed the Montana GroundWater Assessment Act (85-2-901 et seq., MCA) to improve the quality of decisions related
to ground-water management, protection, and development within the public and private
sectors. The Act established three programs at the Montana Bureau of Mines and Geology
to address ground-water information needs in Montana:
❖ the ground-water monitoring program: to provide long-term records of water
quality and water levels for the state’s major aquifers;
❖ the ground-water information center (GWIC): to provide readily accessible
information about ground water to land users, well drillers, and local, state, and
federal agencies; and
❖ the ground-water characterization program: to map the distribution of and
document the water quality and water-yielding properties of individual aquifers
in specific areas of the state.
Program implementation is overseen by the Ground-Water Assessment Steering
Committee. The Steering Committee consists of representatives from water agencies in
state and federal government, and representatives from local governments and water user
groups. The committee also provides a forum through which units of state, federal, and
local government can coordinate functions of ground-water research.
Montana Ground-Water Assessment Atlas Series
This atlas is the first in a series that will systematically describe Montana’s hydrogeologic
framework. The figure below shows the characterization area boundaries as defined by the
Ground-Water Assessment Program Steering Committee and active study areas at the time of
this report; an atlas is planned for each area. Each atlas is published in two parts: Part A
contains a descriptive overview of the study area, basic data, and an illustrated glossary to
introduce and explain many specialized terms used in the text; Part B contains the maps
referenced in Part A. The maps offer expanded discussions about many aspects of the
hydrogeology of the Lower Yellowstone River Area. Parts A and B are published separately,
and each map in Part B is also
Lower Yellowstone
Flathead Lake
available individually. The
Area
River Area
overview and maps are intended
for interested citizens and others
who often make decisions about
Upper
ground-water use but who are not
Clark Fork
necessarily specialists in the field
Area
of hydrogeology.
Lolo-Bitterroot
Summary
All ground water used for
domestic, municipal, or stockwater supplies in the Lower
Yellowstone River Area occurs
in the sedimentary rock units
above the Pierre Shale. The area
can be divided into three
hydrologic units:
Area
Middle Yellowstone
River Area
Ground-Water Characterization Program studies are ongoing
throughout the state. The Lower Yellowstone River Area is the
subject of this report. Areas given a high priority by the
Ground-Water Assessment Program Steering Committee are
gray. Areas where Ground-Water Characterization studies
were in progress at the time of publication are ruled.
vii
1) a Shallow Hydrologic Unit composed of aquifers within 200 feet of the land surface;
2) a Deep Hydrologic Unit composed of aquifers at depths greater than 200 feet below
the land surface in the lower part of Fort Union Formation and the upper part of
the Hell Creek Formation; and
3) the Fox Hills–lower Hell Creek aquifer.
Ground-water flow in the Shallow Hydrologic Unit is characterized by local flow systems
where ground water moves from drainage divides toward nearby valley bottoms. In the Deep
Hydrologic Unit, ground-water flow is characterized by intermediate to regional flow
patterns; the highest ground-water altitudes coincide with regional topographic highs and the
lowest altitudes with regional topographic lows. The Fox Hills–lower Hell Creek aquifer is
regional and occurs at depths from 600 to 1,600 feet below land surface throughout most of
the study area. Mudstones in the Hell Creek Formation confine the upper part of the aquifer,
and the Pierre Shale confines its base. Water is under artesian conditions, and at lower
altitudes, such as in the Yellowstone River Valley, flowing wells are common.
Ground water from the three hydrologic units is used throughout the study area for
domestic and stock-watering purposes; a few towns use the Fox Hills–lower Hell Creek
aquifer for municipal water supply. Aquifers in the Shallow Hydrologic Unit are the most
utilized and are generally the most productive; yields average about 35 gallons per minute
(gpm) from the unconsolidated deposits and about 10 gpm in the Fort Union aquifers. Wells
completed in the Deep Hydrologic Unit yield less than 15 gpm. Reported well yields in the
Fox Hills–lower Hell Creek aquifer are also generally less than 15 gpm, but well drillers
report that some wells yield as much as 100 gpm.
Most ground water in the Lower Yellowstone River Area is mineralized (high dissolved
constituents); the average concentration of dissolved constituents in each unit is greater than
1,400 milligrams per liter (mg/L). The Shallow Hydrologic Unit has the greatest variability in
dissolved constituents, from less than 500 to more than 5,000 mg/L, because of the variety of
near-surface geologic materials, the differing lengths of ground-water flow paths, and the
dissimilar recharge sources. The median dissolved-constituent concentration of 2,150 mg/L in
the Deep Hydrologic Unit is higher than in other units, but the overall variability in water
quality is less than that of the Shallow Hydrologic Unit. The decrease in variability in the
Deep Hydrologic Unit suggests that it is a more chemically stable system. The most uniform
water within the study area is in the Fox Hills–lower Hell Creek aquifer; concentrations of
dissolved constituents are generally between 1,000 and 2,500 mg/L.
Nitrate concentrations in ground water of the Lower Yellowstone River Area are generally
low, and only in the Shallow Hydrologic Unit was nitrate detected above the maximum
contaminant level of 10 mg/L as nitrogen (mg/L-N). About 7% of the 303 samples from the
Shallow Hydrologic Unit that were evaluated for this study had nitrate concentrations greater
than 10 mg/L-N. Tritium, an indicator of water that has been recharged within the last 50
years, was detected in 15 of 22 samples. Of those 15 samples, 13 also had detectable nitrate.
The coincidence of tritium and nitrate in the Shallow Hydrologic Unit shows that areas where
water has been recharged within the last 50 years are more susceptible to contamination.
1
Introduction
The Lower Yellowstone River Area ground-water characterization study (Dawson, Fallon,
Prairie, Richland, and Wibaux counties) was conducted as part of the Montana GroundWater Assessment Program by the Montana Bureau of Mines and Geology (MBMG). The
objectives of the characterization study were to 1) describe the extent, thickness, and waterbearing properties of the area’s aquifers and 2) describe the chemical characteristics of the
water in the aquifers. Ground water is a vital resource in the Lower Yellowstone River Area
where most of the farms, ranches, and municipalities rely on wells as sources of drinking
water. The basic information presented in this report should help local landowners and public
officials make decisions about ground-water development, protection, and management.
Purpose and Scope
Parts A and B of this hydrogeologic atlas present baseline hydrogeologic data and waterquality data in interpretative and descriptive forms. This text and the maps in Part B
summarize and/or interpret basic geologic and hydrogeologic conditions for the project area.
This report describes in detail three hydrologic units:
1) a Shallow Hydrologic Unit that consists of all aquifers and non-aquifers within 200 feet of
the land surface,
2)
a Deep Hydrologic Unit defined as all aquifers and non-aquifers that occur at depths
greater than 200 feet below land surface and lie stratigraphically above the regionally
extensive claystone and shale in the upper Hell Creek Formation, and
3) the Fox Hills–lower Hell Creek aquifer that consists of near-continuous sandstone found
in the lower part of the Hell Creek Formation and most of the Fox Hills Formation.
Because additional information is continually being generated as new wells are drilled,
water levels are measured, and water samples are analyzed, the maps in Part B showing
potentiometric surfaces and dissolved constituents should be considered as portraying
conditions at the end of 1996. The data used to compile these maps are stored in the
Ground-Water Information Center (GWIC) data base and are continually updated.
Because the GWIC data base allows for automated storage and retrieval, up-to-date
information can be used to enhance the information presented here.
Copies of the individual maps in Part B are available through the MBMG, either as
paper or electronic images, or as digital map coverages. The coverages have also been
made available for distribution by the Montana Natural Resource Information System
(NRIS) at the State Library in Helena.
Previous Investigations
Previous studies pertaining to ground-water resources in the area have focused on the
major alluvial valleys, the hydrogeology associated with coal deposits, and ground-water
and water-level changes in the Fox Hills–lower Hell Creek aquifer. The ground-water
resources of the Yellowstone River valley between Miles City and Glendive were evaluated
by Torrey and Swenson (1951), and between Glendive and Sidney by Torrey and Kohout
(1956). Moulder et al. (1958) studied problems associated with irrigation drainage in the
Yellowstone River valley. Hopkins and Tilstra (1966) made a reconnaissance investigation
of ground water in the alluvium along the Missouri River. Stoner and Lewis (1980), Slagle
(1983), and Slagle et al. (1984) presented regional overviews of the water resources in the
Fort Union coal region. The hydrology of the Bloomfield coal tract was evaluated by
Cannon (1983) and the Wibaux-Beach lignite deposit by Horak (1983). Levings (1982)
compiled a regional potentiometric surface map for the Fox Hills–lower Hell Creek
aquifer. The ground-water resources near the Cedar Creek Anticline and the impact of
industrial withdrawals from the Fox Hills–lower Hell Creek aquifer were evaluated by
Taylor (1965) and Coffin et al. (1977). Downey and Dinwiddie (1988) and Taylor (1978)
presented overviews of the deep regional aquifers present beneath the Pierre Shale.
2
Methods of Investigation
Descriptive logs of water wells in the GWIC data base were analyzed, and source
aquifers were determined for more than 8,500 wells. Water well logs and geophysical logs
from oil and gas wells were used to prepare maps showing the location, depth, and
thickness of the principal aquifers. Most of the field work for this study was conducted
during the summer and fall of 1995; some preliminary data were collected in 1993 and
1994. Program staff visited more than 1,400 wells to measure water levels, specific
capacities, and basic water-quality parameters (temperature, pH, and specific
conductance). Ground-water samples from 145 wells and eight surface-water sites were
collected for analysis of major cations and anions, and trace metals. Aquifer hydraulic
characteristics were estimated from two aquifer tests and eight slug tests. Hydrogeologic
maps were prepared from the data collected during the field phase of this study and also
from historical data in the GWIC data base. Water levels were measured quarterly over a
period of about two years in a network of 60 wells across the study area. Water-level
recorders monitored water levels daily in 16 wells.
Description of Study Area
R
r
rd sc r
ha
Ha
The study area comprises Dawson, Fallon, Prairie, Richland, and Wibaux counties and
covers approximately 8,700 square miles (figure 1); it is part of the Northern Great Plains
physiographic province. Flood plains and raised benches (stream terraces) characterize the
topography along the Yellowstone and
Mi
s s ou
Poplar
Missouri rivers and their major
105°
ri
Dome
C
ive
tributaries. Most of the area contains
li
r
C
48°
48°
open expanses of rolling prairie that range
26N
52E
56E
58E
54E
between being slightly entrenched by
Ea
Fi
st
r st
Re
H
intermittent streams and being strongly
24N
Richland
re e k
dissected into badland topography. There
k
are a few, large, nearly planar stream
Sidney
or
th
Fo
Fo
xC
rk
22N
r
terraces in the uplands. Areas of greatest
ee k
rt
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relief are the badlands east and south of
s
C r ee
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Glendive. The highest point, at about
20N
3,580 feet above mean sea level, is Big
re
ith
ek
Cre
ek
Sheep Mountain in northern Prairie
Dawson
Up
18N
County. The lowest point, at about 1,865
er
nw
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ile
feet, is in the northeast
Cr
106°
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k
corner of the study
60E
54E
45E
48E
50E
57E
Cl
16N
ea
Glendive
r
area along the
Cr
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B
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Wibaux
reek
Missouri River where
Ce
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47°
47°
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14N
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Three major rivers
r
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106°
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drain the study area.
ne
Wibaux
Cr
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ee
The Yellowstone River
k
Cr
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bisects it from
50E
53E
55E
57E
southwest to northeast
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and drains most of the
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ne
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8N
Baker
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57E
59E
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12
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6N
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55E
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Pi
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Township line
County boundary
County seat
Major road
Principal stream
Outcrop of Pierre Shale
reek
O’Fallon C
Figure 1. The Lower
Yellowstone River Area
covers five counties in
southeast Montana that
are drained by the
Missouri and Yellowstone
rivers and their tributaries.
C reek
18 miles
46°
46°
2N
61E
South
Dakota
3
Wibaux
Terry
Sidney
Glendive
80
Figure 2. Monthly mean
temperatures for major
communities in the area
range from about 70o in
July and August to 12o F
in January.
Mean temperature (°F)
70
60
50
40
30
20
10
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Month
Station
Mean Annual
Period of Record Precipitation (inches)
Baker
1922 - 1996
14.11
Glendive
1911 - 1996
13.5
Sidney
1949 - 1996
13.78
Terry
1949 - 1996
11.86
Wibaux
1941 - 1996
14.47
Average = 13.54
3.5
Precipitation (inches)
3.0
Figure 3. Most of the
precipitation falls during
the warm months of May
through August.
2.5
2.0
1.5
1.0
0.5
0.0
Jan
Feb
Mar
Apr
May
Jun
Jul
Month
Aug
Sep
Oct
Nov
Dec
area (5,991 square miles). The Missouri River drains the northern part of the study area,
whereas Beaver and Little Beaver creeks, which are tributaries to the Little Missouri River,
drain the southeast part.
Cultural Features
The population of the study area in 1995 was about 24,960 people; the principal
centers are the towns of Glendive and Sidney (U.S. Census 1997). The rest of the area is
primarily rural with an average population density of less than three persons per square
mile. Principal industries are livestock ranching, farming, and oil and gas production.
About 84% of the land is used for farming or ranching; one coal mine is active in the area.
Climate
The climate is semiarid, continental, and is characterized by warm summers and cold
dry winters. Mean monthly temperatures (30-year mean records) at Glendive range from a
low of about 13°F for January, to a high of 74°F for July (figure 2). Extreme temperatures
commonly range from -30°F in the winter to more than 100°F in the summer (Holder and
Pescador 1976). Mean annual precipitation reported at five long-term stations ranges
from a low of about 12 inches/year at Terry to an annual high of 14.5 inches/year at
Wibaux (figure 3). The combined mean annual precipitation at all of the stations is about
13.5 inches/year. Most of the precipitation (almost 80%) falls as rainfall in the six months
from April through September. Mean monthly precipitation ranges from a low of 0.23
inches in December at Wibaux and Terry to a high of 3.18 inches for June at Baker.
4
Water Use
Predominant uses of fresh water in the area are—in order of decreasing volume—
irrigation, public water supply, livestock, industrial, commercial, private-system domestic,
mining, and cooling for electrical power production (figure 4). Although ground water
was estimated to have supplied less than 2% of the water used during 1990, it accounted
for about 62% of the water used for domestic purposes (Solley et al. 1993). Other than at
Glendive, where surface water from the Yellowstone River supplies the community, all
domestic supplies and most water for livestock come from ground water.
Estimated total water use for 1990 was about a half-million acre-feet for the year, of
which about 7,800 acre-feet were ground water (Solley et al. 1993). The 1990 estimated
total for surface and ground water used equals only about 5% of the average annual
discharge of the Yellowstone River at Sidney.
Ground water used
1.7%
Public water supply
31%
Commercial
0.2%
Public water supply
0.4%
Irrigation
43%
Other industrial
0.2%
Irrigation
96.9%
Livestock
0.7%
Other domestic wells
10%
Livestock
11%
Surface water used
Mining
4%
Other industrial
1%
Ground water used
Figure 4. Estimated freshwater-usage statistics for 1990 show that ground water accounts for only
1.7% of all water used in the area. Most of it is used for domestic, livestock, and irrigation supplies
(data from Solley et al. 1993).
Water Balance
A water balance is a measure of the water gains and losses, and changes in storage of a
hydrologic system over time. The water balance is based on the concept that surface water,
ground water, and atmospheric water are linked by inflows and outflows across their
boundaries. An annual water balance accounts for the distribution of water within an area
and defines pathways by which water enters and leaves. The water-balance calculation
relates precipitation (P), surface-water runoff (R), ground-water flow (U),
evapotranspiration (ET), changes in ground-water storage ()Sg) and changes in surfacewater storage ()Ss) as summarized by the following equation:
P ± U ± ()Sg ± )Ss) = R + ET
A gross indication of the water balance for the part of the study area in the
Yellowstone River watershed can be made by assuming that over the long term groundwater inflows are equal to outflows (U = 0), and that there is no change in ground-water
or surface-water storage ()Sg = )Ss = 0); precipitation minus runoff should then be about
equal to evapotranspiration. Runoff from the study area, as determined from long-term
gaging records at Miles City and Locate (inflow), and Sidney (outflow)(figure 5), is small
relative to the total flows in the Yellowstone (figure 6). The negligible runoff from the area
suggests that most of the water received from precipitation is returned to the atmosphere
as evaporation and transpiration (uptake through plants). This is reasonable given the
semi-arid climate. It is interesting to note that the surface-water runoff varies seasonally;
on average, from May through September, more surface water is entering the area than
5
Big Muddy Creek
leaving (figure 6). This corresponds to the
time when water is being drawn from the
Yellowstone River for the Buffalo Rapids
Irrigation Project and the Lower
Yellowstone Irrigation Project. As noted
above, irrigation is the predominant use of
water in the area. The irrigation
withdrawals, which are typically in excess
of 300,000 acre-feet per year, more than
account for the discrepancy between the
surface-water inflow and outflow.
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er
er
sh
ed
M
W
R
ed
w
at
er
Re
d
sh
ed
Glendive
Geologic Framework
Watersh
e
er
at
el
IN (Miles City+Locate)
edk
sh
er
at
W
e
e
Li
ttl
ve e
Be
av
er
Y
er River
lo
w
wd
Po
Beaver
st
on
e
W
ive
r
Eastern Montana has been periodically
R
Wibaux
e
on
covered by seas during geologic time. When
t
s
w
o
l
l
e
Terry
Y
inland seas covered eastern Montana, mud
and sand were transported into the seas by
streams. The mud and sand deposited
during the last marine inundation now make
Locate
up the Pierre and Fox Hills formations,
Baker
Miles City
respectively. When the seas receded, streams
continued to carry sediment into the basin.
Stream gage location
e
On recession of the last sea from what is
Cre
r
a
City
B
now Montana, streams deposited sand and
l
Major watershed boundary
itt
L
mud that later became the Hell Creek and
Stream
Fort Union formations.
Ekalaka
Inflow
Outflow
The study area is on the southwestern
flank of the Williston Basin, a structural
Figure 5. Streamflow is gaged by the U.S.
basin centered in northwestern North
Geological Survey at several sites on the Missouri
Dakota that developed from downwarping and Yellowstone rivers and their tributaries.
of the Earth’s crust (figure 7). The basin
was active for many millions of years, preserving sediment that over geologic time became
rocks. Near the western extent of the basin, stresses associated with mountain building in
what is now the Rocky Mountains uplifted rocks along two smaller structures: the
northwest southeast–oriented Cedar Creek Anticline, which bisects the study area, and the
on monthly averages at
OUT (Sidney) Based
each station for the period 1966-1996
40,000
Discharge (cubic ft/sec)
35,000
30,000
25,000
20,000
15,000
10,000
5,000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug Sep
Oct
Nov
Dec
Month
Figure 6. The Yellowstone River gains little water as it flows through the study area, suggesting that
most of the precipitation received in the watershed is returned to the atmosphere by evaporation or
transpiration. During the summer months, it appears that the Yellowstone River loses water as it
flows through the study area. Irrigation withdrawals, which are typically in excess of 300,000 acrefeet per year, more than account for the discrepancy between the inflow and outflow.
6
Ap
pr o
CANADA
xim
ate
Montana North Dakota
we
Poplar
Dome
Ri
ver
i
rn
River
ur
ste
Misso
ston e
low
Yel
100 mi.
e
W
illi
st
on
Ba
sin
Little Missour
i
th
Ri
ver
r.
rC
da
e
Ce ticlin
An
boundary
of
R i ve r
Missou r i
Williston
Basin Axis
Figure 7. The Lower Yellowstone River
Area is in a geological structure known as
the Williston Basin. Bold lines show the
trends of smaller structures; arrows show
the general dips of bedrock near the
structures (modified from Cherven and
Jacob 1985).
South Dakota
Poplar Dome, a dominantly east west–oriented feature in the northwesternmost part of
the area (figure 7). Bedding in bedrock dips away from the axes of Cedar Creek Anticline
and Poplar Dome. Regional uplift of the Great Plains and Rocky Mountain area and
drainage adjustments, resulting from glaciation, caused streams to downcut and develop
the modern landscape of broad valley floors and low-relief uplands. Erosion of the Fort
Union, Hell Creek, and Fox Hills formations along the axes of the Cedar Creek Anticline
and the Poplar Dome has exposed the Pierre Shale (locally called the Bearpaw Shale on the
Poplar Dome). The distribution of the geologic units across the study area and in crosssection profiles is shown on Map 1 of Part B.
The distribution and physical properties of geologic units affect the availability,
movement, and quality of ground water. The geologic units in eastern Montana that
contain usable ground water are unconsolidated alluvial and terrace deposits within the
major stream valleys and the sedimentary strata that lie above the Pierre Shale (figure 8).
Deep regional aquifers are present beneath the Pierre Shale; however, the water in these
aquifers is too saline to be used as a potable supply.
Stratigraphy
The geologic units exposed at the surface of the study area range from Upper
Cretaceous to Quaternary. The older units, Pierre, Fox Hills, and Hell Creek formations,
are at or close to the land surface near the Poplar Dome and the Cedar Creek Anticline.
The Tertiary Fort Union Formation is exposed at the land surface over most of the study
area. The youngest units are the unconsolidated alluvium and terrace deposits associated
with the major river valleys. Stratigraphic relationships, thicknesses, lithologic contacts,
and bedding are summarized in figure 8.
Unconsolidated Deposits
Sand, silt, gravel, and clay deposits along major river valleys and beneath upland
benches (stream terraces) that flank the Yellowstone River are unconsolidated and
generally permeable to ground water (figures 9a, b). Deposits on upland benches, ranging
from tens to many hundreds of feet in altitude above modern streams, are mostly
separated from deposits along river valleys by bedrock. The distribution and thickness of
unconsolidated deposits can be important in considering the sensitivity to contamination
of shallow ground water. Thicknesses of unconsolidated deposits range from 0 to more
than 100 feet along the Yellowstone River valley. Unconsolidated deposits are typically
coarsest and have the greatest permeability near their basal erosional contacts with
consolidated bedrock. Glacial till is present on most of the upland surfaces in the northern
part of the area. The till is generally less than 15 feet thick but may be as much as 100 feet
7
Age
Stratigraphic Unit
Thickness
Quaternary
unconsolidated deposits
0~100
Sand, silt, gravel, and clay within major
river valleys; alluvium, colluvium, and
glacial lake silts and clays.
Quaternary or Tertiary
unconsolidated deposits
0~200
Sand, silt, gravel, and clay underlying
terraces above river valleys; includes
alluvium, till, and minor amounts of eolian
and lake sediment.
(millions
of years)
Quaternary
System
~5
(ft)
Surfaces of erosion
unconformity
Tertiary
55
Fort Union Formation
as
much
as
1,600
65
200 900
68
Fox Hills Formation
Upper Cretaceous
Hell Creek Formation
Lithology: yellow, orange, buff, and light
gray, fine-grained sandstone, siltstone,
mudstone, and shale; coal and coaly shale
beds; red beds of clinker (broken and
collapsed rock fused by naturally burned
coal beds) form resistant ridges; few, thin
limestone beds.
Bedding: sandstone and mudstone beds
are as much as 100 feet thick and are
discontinuous across distances of
hundreds of feet to one mile; some coal
beds may be continuous across areas of
townships.
Lithology: gray and brown, silty shale,
mudstone, fine- and medium-grained
sandstone, and few thin coal beds; clays
have strong swelling properties.
Bedding: in the lower third of the formation,
sandstone beds as much as 100 feet thick
are continuous or interconnected across
distances of many miles; in the upper twothirds of the formation, sandstone beds as
much as 50 feet thick are discontinuous
across distances of hundreds of feet to
one mile locally.
Lithology: light gray and white, fine- and
medium-grained sandstone with small
amount of coaly mudstone.
Bedding: sandstone is a 30-80 foot-thick,
sheet-like bed across much of the study
area.
Colgate Member
60 400
unnamed
lower member
75
Pierre Shale
(or Bearpaw Shale on
Poplar Dome)
Description
1,300 3,000
Lithology: brownish gray, sandy shale,
siltstone, and fine-grained sandstone;
average grain-size decreases downward;
sandstones are less permeable than
Colgate Member.
Bedding: sandstones thicken upward from
a few inches to as much as 50 feet.
Lithology: dark gray, swelling shale with
few, thin, fine-grained sandstone and
siltstone beds.
Bedding: sandstone beds are inches to
a few feet thick and laterally continuous
over large areas; sandstones about 1,000
feet below the surface near the Cedar
Creek Anticline are less than 10 feet thick.
Figure 8. Geologic units above the Pierre Shale contain potable water (modified from
McKenna et al. 1994).
thick in some major valleys. The distribution and thickness of unconsolidated deposits is
discussed more on Map 2 of Part B.
Fort Union Formation
The Fort Union Formation is exposed across most of the study area and contains beds
of fine- and medium-grained sandstone, siltstone, mudstone, coal, and clinker (figure 10).
Easterly flowing streams that drained the then rising Rocky Mountains deposited the
sedimentary units within the study area. The Fort Union contains major coal resources in
the northern Great Plains.
8
Upland surfaces
Yellowstone
River valley
A
Yellowstone
River valley
B
Upland surfaces
Figure 9. The Yellowstone River valley contains sand and gravel–dominated deposits adjacent to the
river (A) and in upland areas (B), which represent older positions of the valley floor.
Sandstone
Mudstone
Figure 10. Sandstones and mudstones of the Fort Union Formation are exposed over large areas in
eastern Montana; this view is to the east in T. 18 N., R. 57 E., section 14.
Sandstone and mudstone beds in the Fort Union Formation are as much as 100 feet
thick and a few hundred feet to a mile wide (figure 8). Some coal beds may be continuous
across several townships. Many coal beds in the Fort Union have burned along outcrops
to form clinker beds of bright red, broken, and fused rocks. Exposed beds of clinker
typically cover areas less than one-half square mile, are resistant to erosion, highly
permeable to water, and crop out mainly along ridges. Their high permeability and
position in uplands make clinker beds ready conduits for ground-water recharge.
Hell Creek Formation
The Hell Creek Formation is made up of silty shale, mudstone, fine- and mediumgrained sandstones, and few thin coals (figure 11). The Hell Creek contains less sandstone
9
upper
Hell Creek
Formation
lower
Hell Creek
Formation
Fox Hills
Formation
Pierre
Shale
Figure 11. Gray and brown mudstones, siltstones, and sandstones dominate the Hell Creek Formation.
Sandstone beds are more prominent in the lower part of the Hell Creek Formation than in the upper
part. Geologic contacts between units are shown on this aerial photograph of the rock units where they
are uplifted along the northern flank of the Cedar Creek Anticline in T. 15 N., R. 55 W.
and coal and more mudstone than the overlying Fort Union Formation. The Hell Creek
within the study area accumulated by stream deposition in laterally migrating channel
belts and on flood plains along the western flank of the Williston Basin.
Aquifer materials within the formation are sandstone beds; the majority of which
occurs within the lower third of the unit (figure 12). These sandstone beds can be as much
as 100 feet thick (figure 13) and are continuous or interconnected over many miles. The
upper two-thirds of the formation is composed mostly of mudstone with minor amounts
of sandstone, and generally acts as a confining bed that impedes water movement between
aquifers above and below; the few sandstone beds are less prevalent, thinner, and more
discontinuous than in the lower Hell Creek, but locally produce water. The top of the
sandstone-dominated portion of the lower Hell Creek Formation defines the top of the
Fox Hills–lower Hell Creek aquifer.
Sandstone
~80 feet
Mudstone
Figure 12. Thick brown sandstones in the lower Hell Creek Formation are laterally discontinuous
but make up a sandstone-rich interval above the Fox Hills Formation; this view is to the north in T.
14 N., R. 56 E., section 21.
10
Upland surfaces
Yellowstone
River valley
A
Figure 13. White sandstone of the
Colgate Member of the Fox Hills
Formation forms a distinctive cliff
south of Glendive. Sandstones in
the Fox Hills and lower part of the
Hell Creek Formation make up the
Fox Hills–lower Hell Creek
aquifer; this view is to the east in
T. 15 N., R. 55 E., section 22;
railroad embankment and tracks
in foreground show scale.
Yellowstone
River valley
B
Upland surfaces
Fox Hills Formation
The Fox Hills Formation contains 70–350 feet of interbedded fine- and medium-grained
sandstone, sandy shale, siltstone, and minor carbonaceous shale. The unit was deposited as
the last inland sea retreated northeastward and out of Montana during the Cretaceous Period.
A white sandstone bed in the upper part of the unit, the Colgate Member (figure 8), forms a
distinctive cliff along the flanks of the Cedar Creek Anticline in the area southeast of Glendive
(figures 11 and 13). The sandstone is a 30–150-foot-thick, sheet-like bed that is nearly
continuous across study area. The Fox Hills is exposed at the land surface in narrow bands
around the Cedar Creek Anticline and Poplar Dome. Sandstones of the lower Hell Creek
Formation in some places occupy channels that were cut into the Fox Hills Formation during
Hell Creek time. The presence of sandstones at the contact between the two formations allows
ground water to flow easily across the formation boundary in many areas. The sandstones of
the lower Hell Creek and Fox Hills formations are important drilling targets for wells in parts
of the Lower Yellowstone River Area. Maps 3 and 4 of Part B provide more detail about
depths and thickness of the Fox Hills–lower Hell Creek aquifer.
Pierre Shale
The marine Pierre Shale in east-central Montana comprises 1,300–2,600 feet of shale with
a few thin sandstone and siltstone beds. The sandstone beds are in the upper part of the Pierre
and at stratigraphic positions that are laterally equivalent to the Eagle and Judith River
formations of central Montana. Pierre Shale is exposed in valleys along the axes of the Cedar
Creek Anticline (figure 7) and the Poplar Dome, where its gray appearance and its moisturesensitive swelling character (figure 8) are evident along outcrops and roads. Although the
Pierre generally marks the base of potable water aquifers in the study area, a few sandstones,
which are about 10 feet thick along the axis of the Cedar Creek Anticline, produce potable
water to wells at depths of 1,000–1,900 feet.
Hydrologic Units
Aquifer and non-aquifer materials that form three definable hydrologic units occur within
the geologic framework. The relationships between the hydrologic units and the geologic
11
framework are illustrated and discussed on Map 1 of Part B. The units, shown schematically
in figure 14, are as follows:
❖
a Shallow Hydrologic Unit: aquifers and non-aquifers within 200 feet of the land surface;
❖
a Deep Hydrologic Unit: aquifers and non-aquifers that occur at depths greater than 200
feet below land surface but lie stratigraphically above the regionally extensive claystone
and shale in the upper Hell Creek Formation; and
❖
the Fox Hills–lower Hell Creek aquifer: near-continuous sandstone deposits found in the
lower part of the Hell Creek Formation and in most of the Fox Hills Formation.
Hydrologic
units:
Shallow
Hydrologic
Unit
Terrace
Fort Union
Formation
Alluvium
Figure 14. Generalized
cross section that shows
relationships between
geologic and hydrologic
units. Names of the
hydrologic units only
partly reflect the names
of the associated
geologic units.
Deep
Hydrologic
Unit
Confining bed
Hell Creek
Formation
Fox Hills–
lower Hell
Creek aquifer
Fox Hills
Formation
Mi
s s ou
ri
i v e58E
r
R
48°
48°
26N
24N
50E
22N
20N
18N
16N
47°
14N
ne
Rive
r
Ce
Yell
ows
to
About 7,400 wells (about 70% of all wells
in the area) are completed in the Shallow
Hydrologic Unit, making it the most utilized
ground-water source within the Lower
Yellowstone River Area (figure 15). Reported
well yields are varied, reflecting the changing
nature of the aquifers, well construction, and
intended water use. In the unconsolidated sand
and gravel aquifers, yields average about 35
gpm. However, yields from aquifers in the Fort
Union and Hell Creek formations average
about 10 gpm. Ground water from the
106°
49E
47E
Shallow Hydrologic Unit is
used for domestic, stock, and
irrigation purposes. Well
47°
locations in the Shallow
Hydrologic Unit are
concentrated along the
106°
47E
Yellowstone River valley and
are uniformly distributed over
the remaining parts of the
area (figure 15).
54E
Poplar
105°
Dome
da
r
10N
55E
Cr
50E
ee
53E
Montana
North Dakota
Geologic
units:
k
105°
Explanation
An
tic
lin
6N
e
Figure 15. Away from
population centers and the
Yellowstone River valley, the
distribution of wells completed
in the Shallow Hydrologic Unit
is relatively uniform.
Township line
Scale:
County boundary
0
6
12
Principal stream
Outcrop of Pierre Shale
18 miles
55E
57E
Reported location of water well completed
in the Shallow Hydrologic Unit (7,409 known wells)
4N
46°
46°
59E
2N
61E
South
Dakota
12
About 900 wells (about 12%) are completed in the Deep Hydrologic Unit. Ground water
from this unit is used primarily for domestic and stock-water purposes. Most reported well
yields are less than 15 gpm. Wells in the Deep Hydrologic Unit are distributed uniformly
throughout the study area (figure 16).
The Fox Hills–lower Hell Creek aquifer is essentially the deepest potable-water aquifer
in the area. About 1,000 wells (about 10%) are completed in the aquifer. Ground water
from the aquifer is used primarily for domestic and stock-water purposes; however, the
towns of Baker, Lambert, and Richey rely on it for municipal water supply (figure 17).
Reported well yields average less than 15 gpm, but drillers have reported that some wells
yield as much as 100 gpm. Most wells are located along and south of the Yellowstone
River valley (figure 17). Few wells are north of the river because the aquifer is generally
more than 1,000 feet below land surface, and the potentiometric surface is lower than
south of the river; thus, well installation and pumping costs are relatively high.
54E
Poplar
105°
Dome
Mi
s s ou
ri
i v e58E
r
R
Occurrence and Movement of
Ground Water
48°
48°
26N
Shallow Hydrologic Unit
Ground-water flow in the Shallow
Hydrologic Unit is characterized by many local
flow systems where ground water moves from
local drainage divides (topographic highs)
toward nearby valley bottoms. The water table
closely mimics the land-surface topography.
Water enters (recharges) the Shallow Hydrologic
Unit primarily by infiltration of precipitation;
106°
lesser quantities of recharge
result from stream losses into
the aquifer, leakage from
47°
47°
irrigation ditches, and
irrigation water lost by
r
percolation through fields.
106°
Rive
ne
Places where ground water
discharges from the Shallow
Hydrologic Unit include
springs and seeps along valley
105°
bottoms and sides, reaches of
perennial streams that gain
Explanation
Scale:
water, vegetative cover (by
0
6
12
18 miles
Township line
transpiration) in valley
County boundary
bottoms, flow into deeper
Principal stream
Outcrop of Pierre Shale
aquifers, and water wells.
46°
46°
Reported location of water well completed
Ground-water flow in the
in the Deep Hydrologic Unit (901 known wells)
South
Shallow Hydrologic Unit is
Dakota
discussed more extensively on
Figure 16. The distribution of wells in the Deep Hydrologic
Map 5 of Part B.
24N
50E
22N
20N
18N
47E
49E
16N
Montana
North Dakota
14N
Ce
Yell
ows
to
47E
da
r
10N
55E
Cr
50E
ee
53E
k
8N
An
tic
lin
6N
e
55E
4N
59E
2N
61E
Deep Hydrologic Unit
Unit shows a lower density than that of the Shallow
Hydrologic Unit.
In the Deep Hydrologic Unit, intermediate to regional flow patterns characterize
ground-water movement. The potentiometric surface of the Deep Hydrologic Unit is a
subdued representation of the topography; the highest ground-water altitudes coincide
with the regional topographic highs and the lowest altitudes with the regional topographic
lows. Ground-water flow is predominately away from major drainage divides, such as the
Big Sheep Mountain area in northern Prairie County and toward the Yellowstone and
Missouri rivers. Downward leakage from the Shallow Hydrologic Unit and higher-
13
Mi
s s ou
i v e58E
r
R
ri
48°
48°
26N
24N
50E
22N
20N
18N
49E
16N
47°
Rive
r
Yell
ows
to
ne
Montana
North Dakota
14N
Ce
pressured leakage from the Fox Hills–lower
Hell Creek aquifer recharge the Deep
Hydrologic Unit. Prominent surface
recharge areas are northern Prairie County
(near Big Sheep Mountain) and southeast
Fallon County where the potentiometric
surface is more than 3,000 feet above sea
level. Upward flow from the Fox Hills–
lower Hell Creek aquifer recharges the Deep
Hydrologic Unit in topographically low
areas. Discharge areas coincide with the
major stream valleys, such as along the
Yellowstone and Missouri
106°
47E
rivers and where Little
Beaver Creek exits the
study area. Ground-water
47°
movement in the Deep
Hydrologic Unit is
discussed more extensively
106°
47E
on Map 6 of Part B.
54E
Poplar
105°
Dome
da
r
10N
55E
Cr
50E
ee
53E
Explanation
0
8N
6
12
18 miles
lin
6N
e
Reported water well location, completed
in the Fox Hills-lower Hell Creek aquifer
(980 known wells)
tic
Township line
County boundary
Principal stream
Outcrop of Pierre Shale
An
Figure 17. Most of the wells
completed in the Fox Hills–
lower Hell Creek aquifer are
near or south of the
Yellowstone River. Flowing
wells in the Yellowstone
River valley are common.
k
105°
Scale:
55E
57E
4N
46°
46°
59E
2N
61E
South
Dakota
Fox Hills–Lower Hell Creek Aquifer
The Fox Hills–lower Hell Creek aquifer occurs at depths of 600 to 1,600 feet below
land surface throughout most of the study area, except near the Cedar Creek Anticline
and the Poplar Dome (figure 17). Mudstones in the Hell Creek Formation confine the top
of the aquifer, and the Pierre Shale confines the base of the aquifer. Water levels in wells
completed in the aquifer will rise above the top of the aquifer under artesian pressure, and
in low areas—such as the Yellowstone River valley—flowing wells are common. Under
most of the area, ground water in the aquifer is flowing regionally from upland recharge
areas south of the study area toward the Yellowstone River; the flow is basically parallel
to the axis of the Cedar Creek Anticline. In the northern part of the study area the
regional flow is toward the Missouri River. Outcrops on the southwest side of the Cedar
Creek Anticline, where the aquifer is exposed at land surface, do not appear to be
significant sources of recharge. The wider exposures of the aquifer on the east side of the
anticline may result in some recharge. This conclusion is suggested by the potentiometric
surface sloping to the north, away from the northeast flank of the anticline. In
topographically high areas, recharge also occurs by slow downward leakage from
overlying aquifers through the confining mudstones of the Hell Creek Formation. Ground
water discharges from the aquifer to wells and in topographically lower areas, by upward
leakage to shallower aquifers and streams. Ground-water flow in the Fox Hills–lower Hell
Creek aquifer is discussed more fully on Map 7 of Part B.
14
Water-Level Fluctuations
Aquifers act as natural water-storage reservoirs. Because ground-water levels fluctuate
in response to addition or withdrawal of water in an aquifer, monitoring water levels can
provide an indication of the amount of water in storage and demonstrate the cycles of
aquifer recharge and discharge. The determining elements for ground-water recharge are
1) whether snowmelt or rainfall can percolate below the land surface before it evaporates,
and 2) whether the percolating water can get beneath the root zone before being
consumed by plants. In most years, recharge occurs primarily in areas where surficial
materials have the highest permeabilities, such as sandy soils, beds of unconsolidated sand
and gravel on terraces or flood plains, or clinker beds and summer-fallowed fields.
Intermittent drainages and coulees also represent areas where surface water may be lost to
the subsurface. In the semi-arid climate of the Lower Yellowstone River Area, where
potential evapotranspiration rates exceed annual precipitation, the conditions for recharge
are generally unfavorable across the entire landscape.
For this study, water levels were monitored quarterly from a network of 60 wells;
water-level recorders were placed in 16 additional wells. The recorders collected hourly
measurements that were consolidated to daily averages. Wells completed in each of the
hydrologic units were monitored.
Shallow Hydrologic Unit
In the Shallow Hydrologic Unit, water levels were measured in 15 wells; their records
show changes over time scales of seasons to years. Some records began in the late 1970s
or early 1980s under other projects and show that little long-term change has occurred
since then (figure 18, wells 8, 10, 12, 14, and 15). The long-term record for well 3 (figure
18) shows a slight rising trend, about two feet. Well 7 (figure 18) declined about 15 feet
but has since risen about five feet in the last few years.
Long-term water levels often follow climatic trends, provided that they are not
influenced by local water usage. Water levels in shallow wells may rise and fall, lagging
behind the cumulative departure from average precipitation. Periods of above-normal
precipitation are generally reflected by periods of positive cumulative departure and rising
water levels; periods of below normal precipitation produce negative cumulative
departures and declining water levels (figure 18: wells 7, 11, and 14; figure 19). The longterm trends represent cumulative changes in aquifer storage in response to changes in
precipitation that, in turn, result in changes in recharge and discharge to the ground-water
system. Mid-1990s water levels in many wells are similar to those of the 1970s. This
shows that overall change in ground-water storage within the Shallow Hydrologic Unit is
negligible and can be considered zero in water-balance calculations.
Seasonal fluctuations in water levels are evident in 7 of the 15 wells shown on figure
18. More detailed hydrographs for the seven wells are also shown in figure 20. Seasonal
fluctuations are most apparent in wells 1, 2, 5, 9, and 10 and ranged between about 2 and
7 feet annually (figures 19, 20). Water levels are typically highest in the spring when
recharge from snowmelt and precipitation peaks. Water levels decline during the summer
months when recharge rates decline, and they are lowest in the winter months when snow
stores potential recharge at the land surface. One shallow well in the Missouri River flood
plain showed apparently erratic water-level movement but when compared to water
releases from Fort Peck Dam, much of the water-level change corresponds to changes in
river discharge (figure 18, well 4; figure 21).
Deep Hydrologic Unit
In the Deep Hydrologic Unit, water levels in wells do not show the seasonal changes,
and fluctuations are generally smaller than those in wells completed in the Shallow
Hydrologic Unit. Aquifers in the Deep Hydrologic Unit are more vertically distant from
conditions that enhance deep percolation and are recharged primarily by slow leakage
from overlying aquifers. The slow leakage dampens seasonal fluctuations, so water-level
changes are usually less than one foot per year (figure 22). About half the water-level
15
Feet below surface
M:37259 DWE = 16'
0
M:150965 DWE = 21'
5
0
10
15
5
20
10
25
15
30
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
20
‘98
25
Year
30
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
‘98
M:143805 DWE = 68'
4
0
M:136651 DWE = 4.6'
5
0
10
5
15
10
20
15
25
20
30
Jan-80
Jan-90 Jan-92
1980 Jan-82
‘82 Jan-84
‘84 Jan-86
‘86 Jan-88
‘88 1990
‘92 Jan-94
‘94 Jan-96
‘96 Jan-98
‘98
3
25
30
1
M:138001 DWE = 118'
50
1980 ‘82
‘84
9
55
‘86
‘88
1990
‘92
‘94
‘96
‘98
‘96
‘98
‘96
‘98
‘96
‘98
‘96
‘98
‘96
‘98
M:36712 DWE = 72'
10
60
8
15
65
20
70
11
75
25
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
14
‘98
30
10
80
35
40
1980 ‘82
12
M:137969 DWE = 161'
‘84
‘86
‘88
1990
‘92
‘94
M:137973 DWE = 80'
30
50
35
55
40
45
15
50
60
6
65
13
55
70
75
60
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
80
‘98
1980 ‘82
‘84
7
2
‘86
‘88
1990
‘92
‘94
M:2384 DWE = 180'
M:137279 DWE = 6'
120
5
0
125
5
130
10
135
15
140
20
145
150
25
1980 ‘82
30
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
‘98
‘84
‘86
‘88
1990
‘92
‘94
M:27815 DWE = 170'
50
M:148500 DWE = 34'
55
60
30
65
35
70
40
75
45
80
M:126522 DWE = 51'
50
55
1980 ‘82
30
60
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
‘98
40
30
45
35
50
40
‘86
‘88
1990
‘92
‘94
‘96
‘98
60
1980 ‘82
Water depth below ground (ft)
‘84
‘86
‘88
1990
‘92
‘94
80
85
90
95
100
1980 ‘82
‘84
‘86
‘88
1990
‘92
‘94
‘96
‘98
4.0
3.0
2.0
2
1.0
0.0
3
-1.0
-2.0
4
-3.0
Water level (depth)
-4.0
Jan-95
‘94
75
Departure from normal
precipitation, Terry,MT
Jan-94
‘92
70
1
6
Jan-93
1990
55
M:136680 DWE = 193'
Jan-96
-5.0
Jan-97
Departure from normal precip. (in)
‘84
Figure 18. No clear trends are apparent
for long-term, water-level data in the
Shallow Hydrologic Unit; the depth that
water enters the well (DWE) is shown for
each well; M:numbers identify wells in the
GWIC data base at MBMG. Water levels
are in feet below land surface.
5
‘88
50
60
0
‘86
45
55
1980 ‘82
‘84
M:121589 DWE = 45'
35
Figure 19. In the
shallowest well, well
2, there is a close
correlation with
precipitation as
departure from
normal, and groundwater levels. The
periods of April–June,
denoting the spring
seasons, are shaded.
16
0
Well #2
5
10
Well #1
15
20
25
Well #9
Water depth below ground (ft)
30
35
Well #5
40
45
50
Well #6
55
60
65
Well #10
70
75
80
Well #15
85
Cumulative departure (inches)
90
4
Monthly average precipitation
departure from normal, Glendive
2
0
-2
-4
Jan-93
Cumulative departure
from normal
Jan-94
Jan-95
Jan-96
Jan-97
Jan-98
Figure 20. Ground-water levels rise in the shallow wells during the spring, reflecting recharge from
melting snow and high stream flows; seasonal fluctuations are not apparent in the deepest well
(number 15).
17
Discharge (cubic ft/sec)
Water depth below ground (ft)
Well #4
records from the Deep Hydrologic
5
Unit show less than five feet of waterlevel change since the early 1980s
(figure 22, wells 16, 18, 20, 21, and
10
22). Records from these wells show
that water levels generally remain the
same, indicating that little change in
15
ground-water storage has occurred
during the last 15 years. Two wells
showed falling water levels that may
20
have resulted from the deficit in
Missouri River
cumulative precipitation that
25,000
occurred in the 1980s (figure 22,
wells 17 and 19). Conversely, the
20,000
record from well 17 shows that water
15,000
levels have risen since about 1995,
when precipitation generally has been
10,000
above normal.
The deepest observation well in
5,000
the Deep Hydrologic Unit shows a
steadily decreasing water level from
0
Jan-95
Jan-96
Jan-98
Jan-97
its initial condition as a flowing
Date
artesian well (well 23, figure 22). The
water-level history of this well is less
Figure 21. Comparison of water levels in well number
4, with flows in the Missouri River shows a good
like that of its shallower neighbor
(well 18) and more like a deeper well correspondence where water-level data are continuous.
at the site, well 24 in figure 23. Well
23 apparently is completed in a confined portion of the Deep Hydrologic Unit that acts
more like the underlying Fox Hills–lower Hell Creek aquifer. Well 23 shows that the
relationship between the Deep Hydrologic Unit and the Fox Hills–lower Hell Creek
aquifer is gradational and that wells near the bottom of the Deep Hydrologic Unit may
behave progressively more like wells in the underlying aquifer.
Fox Hills–Lower Hell Creek Aquifer
Water-level records for wells in the Fox Hills–lower Hell Creek aquifer show no
obvious responses to climatic conditions but show that industrial water use and the
practice of allowing wells to flow unrestricted may have impacted artesian pressures.
Long-term, water-level records for wells in the Fox Hills–lower Hell Creek aquifer are
rare, and those that exist are clustered near industrial pumping locations dating from the
1960s (figure 23, wells 25, 26, 27, 28, and 29). Well 24 is distant from the pumped area
and its downward water-level trend may be related to other factors such as aquifer
development near Terry and/or flowing wells along the Yellowstone River valley. Across
most of the study area, the Fox Hills–lower Hell Creek aquifer is confined, i.e., under
artesian conditions. When allowed to flow or when pumped, confined aquifers release less
water for a given change in water level than do unconfined aquifers. Therefore, the waterlevel declines caused by the withdrawal of large volumes are more pronounced across
larger areas in confined aquifers than they are in unconfined aquifers.
Declining water levels in the Fox Hills–lower Hell Creek aquifer are locally important.
Near Terry, Montana, water levels have declined steadily since the 1970s at a rate of about
one foot per year (figure 23, well 24). Long-term declines in water levels suggest that more
water is being removed from the aquifer than is being recharged. The undesirable effects of
declining water levels include cessation of flowing conditions, the need to install pumps in
wells, or the need to lower existing pump intakes in wells. Unrestricted discharge from
flowing wells, a process that bleeds pressure from the aquifer, may aggravate the declining
18
Feet below surface
M:138009 DWE = 240'
90
95
100
105
110
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
Year
M:2495 DWE = 201'
130
135
17
140
145
150
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
M:143795 - TD 380'
M:136679 DWE = 317'
16
290
120
295
125
300
130
305
135
310
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
21
‘93 1995 ‘97
140
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
19
M:1845 DWE = 243'
100
22
105
18 & 23
110
115
M:132904 TD = 440'
120
110
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
115
M:132902 DWE 440'
120
-10
125
20
130
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
-5
0
‘93 1995 ‘97
Drawn down for
water sample
5
10
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
M:143948 DWE = 362'
200
205
210
215
220
‘77
‘79
‘81
‘83 1985 ‘87
‘89
‘91
‘93 1995 ‘97
Figure 22. Water levels in wells completed in the Deep Hydrologic Unit show little fluctuation and
do not react to annual recharge/discharge cycles. Water levels are in feet below land surface.
water levels in the Terry area. Conservation measures, such as restricting or plugging freely
flowing wells, may help stem the rate of water-level decline.
The effects of overdraft from the Fox Hills–lower Hell Creek aquifer resulted in the
first controlled ground-water area in Montana near the South Pine oil field (figure 23).
Water-level records for wells 25, 26, 27, 28, and 29 show the effects of the pumping. In
the early 1960s, near the South Pine oil field between Glendive and Baker, ground water
was pumped from the Fox Hills–lower Hell Creek aquifer at a cumulative rate of about
450 gpm and injected into much deeper oil-producing formations to enhance secondary
oil recovery. The withdrawals resulted in water-level declines (figure 23, well 29) that
affected many surrounding stock and domestic wells and caused many landowner
complaints. Montana created the South Pine Controlled Ground Water Area in 1967 to
limit the pumping from the aquifer; this slowed the rate of water-level decline (Taylor
1965, Coffin et al. 1977). Between 1975 and 1977, the industrial wells used for the oil
recovery operation were phased out of production and water levels in the area began to
recover; however, water levels are still about 40 feet below the 1962 levels, and the
19
recovery appears to have ended in about 1994. Because industrial pumping no longer
occurs, this substantial net change in water levels between 1962 and 1994 must be
attributed to other factors, such as domestic and agricultural usage or reduced recharge
due to long-term climate change. Interestingly, the 40-foot net decline in the South Pine
Area would be approximately matched by decline in well 24 near Terry for the same
period of record.
Aquifer Testing and Hydraulic Properties
Aquifer tests were performed to quantitatively assess the hydraulic properties of
aquifers in the Shallow Hydrologic Unit. The hydraulic properties provide a measure of an
aquifer’s ability to store and transmit water. They are of interest because they can be used
in models and with other tools to predict ground-water flow rates and responses to
development. The test used to determine hydraulic properties involves measuring water
levels in pumping and observation wells for long periods; however, these tests are
expensive to conduct and only provide data about conditions near the wells involved.
Aquifer-test data included here and compiled from other sources may help planners to
properly develop new water supplies.
The basic principle of an aquifer test is to “stress” an aquifer by adding or removing water
from a well and monitoring the subsequent responses of water levels in the aquifer in or near
M:133036 DWE = 1100'
200
Feet below surface
M:1846 DWE = 778'
220
0
240
20
260
40
280
60
300
80
320
100
340
120
360
140
380
160
400
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
180
200
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
M:136636 DWE = 1450'
Year
0
20
40
60
80
100
120
140
160
24
180
27 26
200
28
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
29
25
Industrial withdrawal well
M:136642 DWE = 1467'
200
220
Water-level observation well
240
260
South Pine
Area
280
300
320
340
360
M:1811 DWE = 1,187'
0
20
380
400
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
40
60
M:17860 DWE = 840'
80
100
120
140
160
180
200
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
0
20
40
60
80
100
120
140
160
180
200
1962 1966 1970 1974 1978 1982 1986 1990 1994 1998
Figure 23. Long-term water-level declines and subsequent partial recovery in the Fox Hills–lower
Hell Creek aquifer are evident in the South Pine Area and near Terry. Water levels are in feet below
land surface.
20
the pumping well. By measuring the changes in water levels against time, the hydraulic
properties that relate to the aquifer’s ability to transmit and store water may be determined.
The simplest method of assessing hydraulic properties is to calculate the specific
capacity of wells completed in the aquifer. Specific capacity is the rate of discharge per
unit of drawdown. The test involves pumping a well at a constant rate and determining
the drawdown, the difference between the static water level and the pumping water level,
during a specific time, for example, one-half of an hour. Results are usually as gallons per
minute per foot (gpm/ft). Under certain assumptions specific-capacity data can be used to
estimate transmissivity and hydraulic conductivity. However, in practice, many factors
affect measurements of specific capacity besides the transmissivity of the aquifer, including
variations in discharge, the efficiency of the well, and the test duration.
Program staff made specific-capacity measurements at 506 wells during this study. For
each of the hydrologic units, the range of measured values is large and strongly skewed
toward low values (figure 24). The median value for each hydrologic unit shows that the
Shallow Hydrologic Unit produces about twice as much water per foot of drawdown as
either the Deep Hydrologic Unit or the Fox Hills–lower Hell Creek aquifer. In general, the
higher specific capacities in the Shallow Hydrologic Unit are due to wells completed in
unconsolidated units, which showed a median value of about 2.5 gpm/ft (figure 24).
Specific capacity
(gpm/ft of drawdown)
40
35
95th percentile
75th percentile
50th percentile
30
25th percentile
5th percentile
25
20
15
10
5
0
k
ted
roc
lida
Bed
nso rials
o
c
Un mate
Shallow
Shallow
Hydrologic Unit
Deep Hydrologic Fox Hills-lower
Hell Creek aquifer
Unit
Figure 24. Specific capacity
of a well relates its yield to
the amount of drawdown;
wells with higher specific
capacities are more
productive. The highest
specific capacities and the
greatest variability were
found in wells completed in
unconsolidated deposits.
The lowest specific
capacities were found in
wells completed in the
bedrock aquifers.
Hydrologic Unit
More precise measurements of hydraulic properties in the Shallow Hydrologic Unit
were made during constant-rate aquifer tests at two locations and single well “slug tests”
at eight other locations (figure 25). Aquifer transmissivity, which measures of the capacity
of an aquifer to transmit water through its entire thickness, and aquifer storativity, a
measure of the aquifer’s capacity to store water, were determined from the aquifer tests.
Hydraulic conductivity, which describes the rate at which water can move through a unit
cross section of aquifer material, was determined from the slug tests. Hydraulic
conductivity multiplied by the aquifer thickness is equivalent to transmissivity.
Both of the constant-rate tests were performed in September 1995. The first was
conducted at a site about six miles southwest of Willard in Fallon County; the second was
at a site about six miles northwest of Sidney in Richland County (figure 25 sites 1 and 2).
Both tests were conducted on wells that were less than 130 feet deep and completed in the
Fort Union Formation. During each test, the well was pumped at a constant rate for about
72 hours; periodic water-level measurements were simultaneously made in the pumping
well and two or three observation wells. Data from the tests were analyzed by means of
the Cooper and Jacob (1946) method, and the test results are summarized on table 1.
The two constant-rate tests produced transmissivity values ranging from about 2,400
to 24,000 gpd/ft, reflecting the variable composition of the Fort Union Formation. The
21
Poplar
105°
Dome
uri
ive
R
Figure 25. Aquifer tests have been conducted
at 10 sites in the Shallow Hydrologic Unit,
and 20 sites in the Fox Hills–lower Hell
Creek aquifer.
Mi ss o
6
r
48°
48°
26N
52E
56E
54E
58E
Richland
transmissivity values from the
2
test site near Willard were
Sidney
three to four times higher
than the values from the site
3
near Sidney. The sedimentary
4
rocks composing the aquifer
near the Willard site are
predominately fine- to
Dawson
106°
medium-grained sandstone; at
5
the Sidney site the aquifer
8
Glendive
9
contained more silt- and clay47°
47°
sized material.
Wibaux 10
Slug tests were performed
Wibaux
Terry i v e r
106°
R
on eight wells completed in the
ne
Shallow Hydrologic Unit
7
Prairie
(figure 25): two of the wells
Explanation
were completed in alluvium,
Township line
County boundary
one in the upper Hell Creek
105°
County seat
Formation, and the remainder
Baker
Principal stream
were completed in the Fort
Fallon
Outcrop of Pierre Shale
Union Formation. Slug tests
Shallow Hydrologic Unit
were done by quickly
Pumping test
displacing water from each
1
well and monitoring the
Slug test
46°
46°
recovery of the water level
Fox Hills–lower Hell Creek aquifer
Scale:
South
back to static conditions. The
0
6
12
18 miles
Dakota
Pumping test (Taylor, 1965)
slug-test data were analyzed
using the Bouwer and Rice
(1976) method; the results are summarized on table 2. Hydraulic conductivities ranged from
0.1 to 75 feet per day (ft/day). Alluvial wells produced the greater values; hydraulic
conductivities for all of the wells tested in the Fort Union Formation were less than one ft/day.
Because of differences in aquifer composition and thickness in the Shallow Hydrologic
Unit, the aquifer coefficients in tables 1 and 2 should be applied only close to each tested
well. The coefficients are useful as guides to evaluate the effects of pumping and to show
the range of conditions present but should not be applied broadly to large areas.
Program staff did not conduct hydrogeologic tests in the Deep Hydrologic Unit or Fox
Hills–lower Hell Creek aquifer. However, Taylor (1965) performed 20 aquifer tests in the
Fox Hills–lower Hell Creek aquifer from which transmissivity values were calculated.
Taylor (1965) conducted all these tests in the area along the west side of the Cedar Creek
Anticline (figure 25). The transmissivity values ranged from 320 to 3,000 gpd/ft, and
averaged 1,330 gpd/ft. Storativity values determined from four of the tests ranged from
4.6 x 10-5 to 7.1 x 10-4, and averaged 3.8 x 10-4. These results compare favorably with
other aquifer tests done in the Fox Hills–lower Hell Creek aquifer in North Dakota
(Groenewold et al. 1979) and in the Powder River Basin of Wyoming (Henderson 1985).
24N
22N
20N
18N
45E
50E
48E
52E
54E
60E
57E
16N
Montana
North Dakota
da
r
50E
Ce
Yell
ows
to
14N
53E
55E
60E
57E
10N
Cr
ee
k
8N
An
tic
lin
6N
e
55E
57E
59E
4N
2N
61E
Ground-Water Quality
Ground-Water Sampling
A principal objective of this study was to document water quality in each of the
hydrologic units. To accomplish this, 146 water wells were sampled during the fall of
22
Table 1. An aquifer test performed in the Shallow Hydrologic Unit near Willard gave higher
transmissivities values than a similar test near Sidney.
Results from test near Willard
Well
Cooper-Jacob
T (gpd/ft)
Recovery
T (gpd/ft)
S
(pumping)
Distance
Drawdown
T (gpd/ft) at
4,000 min.
Distance
Drawdown
S at 4,000 min.
Well M:16809
14,000
10,900
---
---
---
MW-1 (r = 19 ft)
10,400
13,200
---
---
---
MW-2 (r = 43 ft)
11,200
16,000
0.005
---
---
MW-3 (r = 78 ft)
9,400
24,900
0.04
---
---
Average
11,200
16,200
0.02
3,600
0.13
Results from test near Sidney
Well
Cooper-Jacob
T (gpd/ft)
Recovery
T (gpd/ft)
S
(pumping)
Well M:36423
---
---
---
MW-1 (r = 20 ft)
2,530
5,780
0.001
MW-2 (r = 42 ft)
2,380
3,680
0.001
Average
2,460
4,730
0.001
T = Transmissivity in gallons per foot per day
S = Storativity
r = distance from the pumping well
Table 2. Slug tests from wells in the unconsolidated deposits and a well completed in the Hell Creek
Formation gave the highest hydraulic conductivity values.
Well
Location
Total
Depth
(ft)
Hydraulic
Conductivity
K (ft/day)
Aquifer Materials
M:143805
T.21N., R.53E., sec. 08 DABB
68
0.66
Fort Union
M:137973
T.19N., R.55E., sec. 08 DDDA
105
0.50
Fort Union
M:121589
T.16N., R.55E., sec. 27 ADCB
70
5.39
Hell Creek
M:150965
T.27N., R.56E., sec. 03 BDBB
21
2.23
Alluvium
M:148543
T.12N., R.51E., sec. 21 DADD
67
75.60
Alluvium
M:137987
T.15N., R.59E., sec. 02 AAAA
155
0.01
Fort Union
M:142636
T.15N., R.60E., sec. 26 BBBB
170
0.06
Fort Union
M:143800
T.14N., R.61E., sec. 06 CCAA
155
0.33
Fort Union
1994 and summer of 1995. Sample sites were selected to obtain a uniform areal
distribution of samples and to obtain samples along ground-water flow paths. Most of the
samples (90) were collected from the Shallow Hydrologic Unit. The remainder was
divided equally between the Deep Hydrologic Unit and the Fox Hills–lower Hell Creek
aquifer (28 from each). Existing domestic, stock, public supply, and monitoring wells were
sampled. Samples were collected for analysis of major ions and trace metals; field
measurements of specific conductance, pH, and water temperature were also obtained
from each of the sampled wells. To ensure acquisition of a representative sample, each
well was pumped before sample collection until the field parameters stabilized and at least
23
three well-casing volumes of water were removed. Analyses were performed by the
MBMG’s Analytical Laboratory. Samples were also collected from selected wells for
analysis of environmental isotopes, carbon-14, carbon-13, deuterium, oxygen-18, and
tritium. The tritium analyses were conducted by the University of Waterloo Environmental
Isotope Laboratory; all others were done by Geochron Laboratory. The analytical results
are presented in appendixes C and D.
For quality assurance, 12 sets of duplicate samples, field blanks, and equipment blanks
were collected. Comparisons of major-ion results for the duplicate samples are shown on
figure 26. There is good agreement among the duplicate samples, indicating good laboratory
accuracy. The results from the equipment and field blanks were below or near detection limits,
showing that the field equipment and sample handling did not alter the samples.
The results from an additional 323 historical ground-water analyses also were used to
evaluate ground-water quality. The historical analyses, which are stored in the GWIC data
base at the MBMG, were reviewed for completeness and charge balance. The charge balances
between cations and anions of each historical analysis were within 5% of each other. Most of
the historical samples were collected since 1970, but some were collected as early as 1947.
The geographic distribution of analyses and additional information regarding ground-water
quality in each of the hydrologic units is presented on maps 8, 9, and 10 of Part B.
Dissolved Constituents
The concentration of dissolved constituents provides a general indicator of water
quality. The dissolved-constituents value is the sum of the major cations (Na, Ca, K, Mg,
Mn, and Fe) and anions (HCO3, CO3, SO4, Cl, SiO3, NO3, and F) expressed in milligrams
per liter (mg/L). The inclusion of trace metals is unecessary because of their negligible
contribution to the total. Values of dissolved constituents differ slightly from total
dissolved solids (TDS), which is another commonly reported indicator. Total dissolved
solids are traditionally measured by weighing the residue remaining after evaporating a
known volume of water. However, during evaporation about half of the bicarbonate
(HCO3) is converted to carbon dioxide (CO2), which escapes to the atmosphere and does
not appear in the dissolved solids residue (Hem 1992). Therefore, TDS underestimates the
total dissolved-ion concentration in a solution, especially where bicarbonate
concentrations are high. For this report, the actual concentrations reported for the major
constituents are summed and reported as dissolved constituents (rather than TDS); this
provides a more accurate measure of the total ions in solution.
Shallow Hydrologic Unit
The Shallow Hydrologic Unit has the greatest variability in dissolved constituents; the
lowest (less than 500 mg/L) and highest (greater than 5,000 mg/L) concentrations were
detected in this unit (figure 27); the average was 1,670 mg/L. Variability in the
concentration of dissolved constituents reflects the heterogeneity of near-surface geologic
materials, the different lengths of ground-water flow paths, and to a lesser extent, the
variety of recharge sources to the Shallow Hydrologic Unit.
Deep Hydrologic Unit
In the Deep Hydrologic Unit the dissolved-constituent concentrations are generally
higher but are less variable than those in the Shallow Hydrologic Unit (figure 27).
Dissolved-constituent concentrations ranged from about 1,000 to 3,300 mg/L, with an
average of about 2,100 mg/L. The decrease in variability in the Deep Hydrologic Unit
suggests a more chemically stable system.
Fox Hills–lower Hell Creek Aquifer
The most uniform quality water within the study area comes from the Fox Hills–lower
Hell Creek aquifer (figure 27). Concentrations of dissolved constituents are generally between
about 1,000 and 2,500 mg/L with an average of about 1,460 mg/L, suggesting a higher degree
of chemical stability when compared with the Shallow or Deep Hydrologic units.
24
Dissolved constituents concentration (mg/L)
10,000
1,000
M:25013
M:120632
M:16509
100
M:122312
M:137857
10
M:23608
M:30318
Equal Concentration
1
0.1
0.1
1
10
100
1,000
10,000
Dissolved constituents concentration (mg/L)
Figure 26. Comparison of major-ion results shows good agreement among duplicate samples,
indicating good laboratory accuracy.
Major-Ion Chemistry
The relative concentrations of major ions in the three units can be compared using the
information presented in figures 28 and 29. The Shallow Hydrologic Unit exhibits the
most variability in ionic concentrations while the Deep Hydrologic Unit and the Fox
Hills–lower Hell Creek aquifer are much more uniform. As water moves through an
aquifer, from areas of recharge to areas of discharge, concentrations of dissolved
constituents generally increase. Additionally, as water moves down a flow path the relative
concentrations between the major cations and anions will change due to reactions with the
aquifer materials. The ground-water chemistry evolves between the Shallow and Deep
Hydrologic units from a calcium-magnesium, sulfate-bicarbonate (Ca-Mg-SO4-HCO3)
type water with diverse dissolved-constituents content, between about 500 and 5,000 mg/
L, to a predominately sodium-bicarbonate (Na-HCO3) type water with dissolved
constituents uniformly between about 1,000 and 3,000 mg/L. A trilinear plot (figure 29)
of the major ion concentrations graphically shows this evolution of the average water
types for the three hydrologic units.
Most ground water originates from precipitation that infiltrates through the soil into
the underlying aquifers. Recharge water is relatively “pure” with low total dissolved
Dissolved constituents (mg/L)
5,000
4,000
95th percentile
75th percentile
50th percentile
3,500
25th percentile
4,500
5th percentile
3,000
2,500
2,000
1,500
1,000
500
0
Shallow
Hydrologic Unit
Deep
Hydrologic Unit
Fox Hills–lower
Hell Creek aquifer
303 samples
83 samples
83 samples
Figure 27. Dissolved-constituent concentrations are most variable in the Shallow Hydrologic Unit;
the variability decreases with depth. Average concentrations are lowest in Fox Hills–lower Hell
Creek aquifer.
25
Sodium
1,000
1,800
1,600
1,400
1,200
1,000
800
600
400
200
0
800
600
400
200
0
Calcium
350
Sulfate
2,500
300
Concentration (mg/L)
Bicarbonate
2,000
250
1,500
200
150
1,000
100
50
500
0
0
Magnesium
300
Chloride
80
70
250
60
200
50
150
40
30
100
20
50
0
10
Shallow
Hydrologic
Unit
Deep
Hydrologic
Unit
Fox Hills–lower
Hell Creek
aquifer
303 samples
83 samples
83 samples
0
Shallow
Hydrologic
Unit
Deep
Hydrologic
Unit
Fox Hills–lower
Hell Creek
aquifer
303 samples
83 samples
83 samples
Figure 28. Differences in the concentrations of individual ions are apparent in the three hydrologic
units. Concentrations of calcium, magnesium, and sulfate are highest in the Shallow Hydrologic
Unit and decrease with depth. Sodium and bicarbonate are generally higher in the Deep Hydrologic
Unit and the Fox Hills–lower Hell Creek aquifer. Symbols described in figure 27.
constituents. The calcium-magnesium, sulfate-bicarbonate type water in the shallow
ground water is the result of dissolution of carbonate minerals such as calcite (CaCO3)
and dolomite [CaMg(CO3)2], and dissolution of gypsum or anhydrite (CaSO4). Oxidation
of sulfide minerals, such as pyrite (FeS2) also may contribute sulfate to the shallow ground
water. Geochemical changes occur as water moves from shallow zones to deeper zones.
The evolution of ground-water chemistry to a sodium-bicarbonate type water is primarily
controlled by three reactions: ion exchange, dissolution of carbonate minerals, and sulfate
reduction. Generalized forms of these chemical reactions are as follows:
Ion exchange:
(Ca+2 or Mg+2)in solution + 2Na+exchangeable <=> (Ca+2 or Mg+2)exchangeable + 2Na+in solution
Dissolution of carbonate minerals:
CaCO3 solid + H+in solution => Ca+2 in solution + HCO3-in solution
Sulfate reduction:
SO4-2 in solution + 2CH2Osolid organic matter —> 2 HCO3-in solution + H2Sgas
With ion-exchange reactions, clay minerals in aquifers act as natural water softeners;
removing calcium and magnesium from solution in exchange for sodium. Figure 28 shows
that calcium and magnesium, while abundant in Shallow Hydrologic Unit aquifers, are much
less common in the Deep Hydrologic Unit, and virtually absent in the Fox Hills–lower Hell
Creek aquifer. The removal of calcium from solution by ion exchange keeps the water
Av
In
di
v
id
ua
lV
er
al
ag
ue
e
s
Va
lu
es
26
a)
(C
m 0
6
siu
S
20 ulfat
e
ne
ag
+ M 40
(SO
40 4 ) +
C
lciu
g)
(M
m 20
20
ica 40
rbo
na
Ca 80
rbo
80
na
te
um
60 (Mg)
Ma
40 gne
si
(C 60
60 O3 ) +
B
Na+K
HCO3+CO3 20
20
20
)
4
(SO 0
4
60
40
Calcium (Ca)
CATIONS % meq/L
te
80
lfa
Su
60
80 (K)
m
80
Ca
SO4
80
siu
60 otas
+ P 60
a)
40 m (N
40
diu
So
20
80
20
2
te
( 0
20 HCO
3)
Mg
40
Fox Hills–lower
Hell Creek aquifer
Ca
80
Deep Hydrologic Unit
hlo
60 ride
(C
l)
80
Shallow Hydrologic Unit
40
60
Chloride (Cl)
ANIONS % meq/L
80
Cl
Figure 29. A trilinear plot (Piper plot), with all data points and the average values for the three
hydrologic units, shows how ground water evolves from a calcium-magnesium-sulfate water
(Shallow Hydrologic Unit) to one with little magnesium and sulfate and a greater concentration of
sodium and bicarbonate (Fox Hills–lower Hell Creek aquifer). Note that although individual values
are highly variable, average values show trends from the Shallow Hydrologic Unit to the Fox Hills–
lower Hell Creek aquifer (indicated by arrows).
undersaturated with respect to carbonate minerals present in the aquifer materials, allowing
the carbonate minerals to continue to dissolve. Dissolution of carbonates increases
bicarbonate in solution. Consequently, as water moves down the flow path, it acquires
sodium, but calcium and magnesium are lost to the clay minerals, and bicarbonate is added to
the water. Other studies have described similar chemical evolution in the Fort Union
Formation of the Powder River Basin in southeastern Montana (Lee 1981).
Ground water in the Fox Hills–lower Hell Creek aquifer contains predominately
sodium and bicarbonate with less sulfate and slightly more chloride than water from
overlying aquifers (figure 28). Sulfate reduction appears to play an important role in
reducing sulfate concentrations in the Fox Hills–lower Hell Creek aquifer. Bacteria
catalyze organic matter in the aquifer and chemically reduce sulfate concentrations while
increasing the amount of bicarbonate in solution; where the process is active sulfate
concentrations can be reduced to negligible amounts. The reaction also produces hydrogen
sulfide (H2S). The presence of hydrogen sulfide (a rotten-egg odor) in water from parts of
the Fox Hills–lower Hell Creek aquifer is an indicator of sulfide reduction.
27
Nitrate and Fluoride
Nitrate (NO3) is an essential nutrient for plant life, yet it is a potentially toxic
pollutant when present in drinking water at excessive concentrations. Pregnant women
and infants less than one year of age are most at risk for nitrate poisoning if they ingest
water or formula prepared with water containing nitrate concentrations in excess of 10
mg/L-N. Nitrate poisoning can result in methemoglobinemia, or blue-baby syndrome, in
which the ability of the baby’s blood supply to carry oxygen is reduced to the point that
suffocation occurs. Nitrate has natural as well as human-related sources. However, where
nitrate contamination of ground water has been identified, it is usually related to a known
or suspected surficial nitrogen source (Madison and Brunett 1984). Significant human
sources of nitrate include septic systems, agricultural activities (fertilizers, irrigation, dryland farming, livestock wastes), land disposal of wastes, and industrial wastes. Natural
sources of nitrate include fixation of nitrogen in the soil and nitrogen-rich geologic
deposits (generally shales). Nitrate enters the ground-water system by leaching of surface
or near-surface sources. Aquifers close to the land surface may lack protective overlying
low-permeability materials and are susceptible to contamination from surface sources.
Nitrate, reported as nitrogen (N), concentrations in ground water of the Lower
Yellowstone River Area are generally low. Most samples from the Deep Hydrologic Unit and
the Fox Hills–lower Hell Creek aquifer had nitrate concentrations either below the analytical
detection limit or below 1.0 mg/L-N (figure 30). The highest concentrations were found in
water from the Shallow Hydrologic Unit where 21 samples (7% of the total) exceeded the
recommended health limit of 10 mg/L-N. Wells that produced water with nitrate
concentrations greater than the recommended health limit all draw water from within 70 feet
of the land surface. The general lack of nitrate in deeper aquifers suggests that nitrate is not
derived from geologic materials but comes from surface sources.
Chronic exposure to high concentrations (greater than 4.0 mg/L) of fluoride in
drinking water may cause mottling of tooth enamel or skeletal damage (Driscoll 1986).
However, small amounts of fluoride (usually less than 2.5 mg/L) in drinking water are
beneficial, and it is added to many water supplies in the United States. Fluoride
concentrations (figure 30) for the three hydrologic units were lowest in the Shallow
Hydrologic Unit, and higher in the Deep Hydrologic Unit and the Fox Hills–lower Hell
Creek aquifer. All samples containing fluoride from the Shallow Hydrologic Unit were
below 4.0 mg/L. In the Deep Hydrologic Unit and Fox Hills–lower Hell Creek aquifer,
average concentrations of fluoride were below the health limit; however, 14% of the
samples from these two units did have fluoride concentrations greater than 4.0 mg/L, and
38% were greater than 2.0 mg/L. The maximum concentration detected was 5.7 mg/L.
Dissolution of fluoride-bearing minerals is the likely source of fluoride in ground water.
Isotopes
Isotopes of hydrogen, oxygen, and carbon in ground water can be useful tools in
determining residence times, delineating flow paths, and tracing or marking recharge
sources when integrated with other hydrogeologic and chemical data. In the Lower
Yellowstone River Area, isotopes were used to assess ground-water age and recharge
sources in the Shallow Hydrologic Unit and Fox Hills–lower Hell Creek aquifer.
Tritium
Tritium is a naturally occurring radioactive isotope of hydrogen that has a half-life of
12.43 years. It is produced in the upper atmosphere where it is incorporated into water
molecules and, therefore, is present in precipitation and water that recharges aquifers. Tritium
concentrations are measured in tritium units (TU), where one TU is equal to one tritium atom
in 1018 atoms of hydrogen. Before the atmospheric testing of nuclear weapons in 1952,
concentrations of tritium in precipitation were about 2–8 TU (Plummer et al. 1993).
Atmospheric testing of nuclear weapons between 1952 and 1963 injected large amounts of
tritium into the atmosphere, overwhelming the natural production of tritium; concentrations
Concentration (mg/L)
28
Nitrate
18
16
14
12
10
8
6
4
2
0
Fluoride
6
5
4
3
2
1
0
Shallow Hydrologic
Unit
Deep Hydrologic
Unit
Fox Hills–lower
Hell Creek aquifer
303 samples
83 samples
83 samples
Figure 30. Nitrate concentration were highest in the Shallow Hydrologic Unit, although the average
concentration of all samples was less than 1.0 mg/L-N, 7% of the samples had concentrations
greater than 10 mg/L-N. In the Deep Hydrologic Unit and Fox Hills–lower Hell Creek aquifer
nitrate generally was undetected above 1.0 mg/L. Fluoride concentrations were highest in the Deep
Hydrologic Unit and Fox Hills–lower Hell Creek aquifer. Symbols described in figure 27.
of more than 10,000 TUs in precipitation were measured in North America (Hendry 1988).
Because of its short half-life, bomb-derived tritium is an ideal marker of recent (post-1952)
ground-water recharge. Ground water recharged by precipitation before 1952 will have
tritium concentrations reduced to less than about 1.0 TU because of radioactive decay, which
is at or below the analytical detection limit. Therefore, a ground-water sample with detectable
tritium (>0.8 TU) must have been recharged since 1952 and would be considered “modern.”
Tritium-free ground water infers recharge before 1952 and is considered “sub-modern” or
older (Clark and Fritz 1997).
In the Shallow Hydrologic Unit, 22 samples were collected for tritium analysis (figure
31). Tritium was detected in 15 of the 22 samples; concentrations ranged from 5.5 to 49.8
TU. The data show that ground-water age increases with depth. Tritium was detected in
all sampled wells completed within 60 feet of land surface, and in some wells completed at
depths between 60 and 80 feet, none of the wells completed at depths greater than 80 feet
had detectable tritium (figure 32). Ground water within about 60 feet of the land surface
appears to have been recharged since 1952; deeper ground water (>80 feet) is older,
recharged before atmospheric nuclear testing.
The Relationship of Tritium to Nitrate in the Shallow Hydrologic Unit
Sample results for tritium and nitrate from the Shallow Hydrologic Unit show a
correspondence between tritium detection and the presence of nitrate. As expected,
“modern” water (recharged after 1952) contains nitrate more frequently than “sub
modern” water (recharged before 1952). Of the 15 samples with detectable tritium, 13
had detectable nitrate concentrations that ranged between 0.25 and 44.4 mg/L-N. Of the
seven samples with no detectable tritium (pre-1952 water), only two had detectable
29
nitrate levels, and the concentrations were low, less than 1.0 mg/L-N (figure 33). This
association between tritium and nitrate shows that ground-water age may be useful for
assessing the sensitivity of an aquifer to contamination.
Aquifer Sensitivity
Ce
Prairie
Montana
North Dakota
Yell
ows
to
R
Aquifer sensitivity describes the potential for an aquifer to be contaminated based on
its intrinsic geologic and hydrogeologic characteristics; it is a measure of the relative
quickness with which a contaminant applied on or near the land surface could infiltrate to
the aquifer of interest (for this report the aquifer of interest is the uppermost aquifer or
the water table). The faster water moves from the land surface to the water table, the
more sensitive the aquifer is to potential contamination. The recognition of potentially
sensitive ground-water areas is a critical first step in preventing ground-water
contamination. Preventing contamination is
Mi
less costly and easier than cleaning up the
54E
s s ou
Poplar
105°
ri
Dome
contamination after the fact.
i v e 58E
r
The primary factors in assessing aquifer
48°
48°
26N
sensitivity are depth to the water table and
the permeability of geologic material in the
24N
Richland
50E
unsaturated zone above the water table.
Sidney
Areas characterized by rapid infiltration and
a shallow water table are more sensitive than
22N
others. Examples of such areas would be
terraces and/or flood plains with sandy soils,
20N
or sand and gravel at the surface. Areas with
poorly drained soils and/or low-permeability
material in the unsaturated zone will restrict
Dawson
18N
infiltration of water, and
106°
48E
any associated
contamination, providing
16N
Glendive
46E
a protective layer to
Wibaux
47°
underlying aquifers; thus 47°
14N
the sensitivity in these
areas is lower. Also, a
Wibaux
Terry i v e r
106°
R
47E
deep water table affords
ne
da
r
10N
55E
105°
k
8N
Scale:
6
18 miles
Baker
tic
Fallon
lin
6N
e
Tritium analysis in Shallow
Hydrologic Unit
12
An
Township line
0
County boundary
County seat
Principal stream
Outcrop of Pierre Shale
ee
53E
Explanation
Figure 31. Tritium
samples were
collected from 22
wells in the Shallow
Hydrologic Unit.
Cr
50E
55E
57E
4N
46°
46°
59E
2N
61E
South
Dakota
more of an opportunity for contaminants to be naturally attenuated or “filtered” before
reaching the aquifer.
The following procedure, outlined schematically in figure 34, can be used to compare
the relative sensitivity of broad areas given the range of conditions present in the study
area. The procedure only considers the physical hydrogeologic characteristics of the study
area. The steps are as follows:
30
0
20
Depth water enters (ft)
40
60
80
100
120
140
160
180
0
10
20
30
40
50
60
Detection limit (0.8 TU)
Tritium (TU)
Figure 32. Ground water within about 80 feet of the land surface appears to have been recharged
since 1952; deeper ground water (>80 feet) is older, recharged before atmospheric nuclear testing.
0
20
Depth water enters (ft)
40
60
80
100
120
Nitrate Detected
140
Nitrate Not Detected
160
180
0
Detection limit (0.8 TU)
10
20
30
40
50
60
Tritium (TU)
Figure 33. Nitrate occurs in most of the water that also had tritium but rarely in older water,
suggesting that young water, within 80 feet of the land surface, is most susceptible to nitrate
contamination.
1) Estimate depth to water. If there are shallow wells in the area of interest the depth to
water can be measured or there may be records of measurements in the GWIC data
base. If site-specific data do not exist, the depth to water could be estimated by
subtracting the water-table altitude, shown on Map 5 of Part B, from the land surface
altitude as determined from a topographic map. It should be noted that using Map 5
and a topographic map will give a regional, rather than site-specific, perspective of the
depth to water.
2) Determine the surficial geology. If site-specific data for near-surface geologic
conditions are available, such as lithologic descriptions from well logs, assess whether
the materials contain much sand and gravel (permeable), or silt and clay (less
permeable). If site-specific data are unavailable, use a geologic map to assess the type
and thickness of surficial materials. As discussed in the Geologic Framework portion
of this report, the materials in the surficial deposits are variable but usually,
unconsolidated deposits are more permeable than consolidated deposits, and the Pierre
Shale is the least permeable of the consolidated units. Therefore, an area with
unconsolidated sand and gravel at the land surface would be more sensitive than an
area with consolidated bedrock (Fort Union and Hell Creek formations) or clay-rich
sediment at the surface.
31
3) Judge the sensitivity. With the information generated in steps 1 and 2, a relative
assessment of aquifer sensitivity can be made using the rating matrix presented in
figure 34. Three classifications (low, medium, and high) of sensitivity are presented
based on subdivisions of the depth to water and the surficial geology. A depth to
water of 60 feet was determined to be an appropriate cutoff based on tritium and
nitrate data collected for this study. The geologic subdivisions are based on the
relative permeability of the unconsolidated deposits compared to the consolidated
bedrock formations. The classifications are relative terms and not absolute indicators
of aquifer sensitivity.
Area of interest
2
Topographic map
Potentiometric surface map
1
2
3
Surficial geologic map
#1
#2
Estimate the depth
to water table
Determine the
surficial geology
#3
Apply rating matrix to
determine aquifer sensitivity
Rating Matrix
Geology
Depth
to
water
1
Sand &
Gravel
2
Fort
Union
3
Pierre
Shale
< 60 ft.
High
Med
Low
> 60 ft.
Med
Med
Low
Figure 34. The primary factors in assessing aquifer sensitivity are depth to the water table, and the
permeability of geologic material in the unsaturated zone above the water table. Data derived from
various maps can be combined to assess the sensitivity of an aquifer to contamination.
This method of evaluating sensitivity provides a generalized assessment that addresses
the relative potential for vertical movement of contaminants to the water table. It must be
recognized that the factors that affect aquifer sensitivity often vary considerably over short
distances and the accuracy of any assessment will depend on the amount and quality of
available data. Projects that require precise resolution of aquifer sensitivity will require
site-specific investigation. For more-detailed discussions and procedures concerning
aquifer sensitivity see Vrba and Zoporozec (1994), Aller et al. (1985), and National
Research Council (1993).
Carbon, Hydrogen, and Oxygen Isotopes in the Fox Hills–Lower Hell Creek Aquifer
Ground water from the Fox Hills–lower Hell Creek aquifer was sampled for carbon14, carbon-13, tritium, deuterium, and oxygen-18 to assess the sources and flow rates of
ground water in the aquifer. Samples were collected along two transects that follow
regional flow paths: 1) a southern transect, a line of five wells about parallel to the west
side of the Cedar Creek Anticline from south of Baker to the Yellowstone River near
32
Montana
North Dakota
Ce
Yell
ows
to
R
Terry; and 2) a northern transect, 4 wells along a line from Circle to Sidney. One
additional well was sampled near the aquifer’s outcrop in the northwestern part of the
study area (figure 35).
Carbon-14 is a naturally occurring, radioactive isotope of carbon (C) produced in the
upper atmosphere and has a half-life of about 5,700 years. Carbon atoms (99% are
carbon-12 and the remaining atoms are carbon-13 and carbon-14) combine with oxygen
to form carbon dioxide (CO2) which travels throughout the atmosphere and biosphere.
Carbon dioxide containing carbon-14 travels throughout the atmosphere and biosphere in
the same way as CO2 that contains other carbon isotopes (Bowman 1990). A dynamic
equilibrium between the formation and decay of carbon-14 results in a constant amount
of carbon-14 in the atmosphere and biosphere.
Recharge waters dissolve atmospheric carbon-14, present in the soil-zone CO2, and
move it through the unsaturated zone. As ground water moves below the water table and
is cut off from soil-zone CO2, no new carbon-14 can be added to the water. The
radioactive carbon at this point in the system is part of the carbonate and bicarbonate
anions in solution. Radioactive decay will cause the carbon-14 content of the carbon in
these anions to decline at a known rate. The basic principle of carbon-14 dating of ground
water is to measure the carbon-14
Mi
54E
s s ou
Poplar
105°
ri
activity in the dissolved inorganic
Dome
i v e58E
r
carbon (HCO3- and CO32-) and relate
48°
48°
that activity to an age. If soil-zone CO2
26N
2.38
were, in fact, the only source of
dissolved inorganic carbon in ground
24N
Richland
50E
water, then the technique could be used
Sidney
to assign accurate numerical dates
<1.57
22N
<1.73
(ages) to the water. Unfortunately,
2.04
t
sec
other processes add old,
rn Tran
Northe
nonradioactive carbon to ground
20N
water, such as dissolution of carbonate <1.02
minerals where the
Dawson
18N
carbon has been locked
106°
up in molecules remote
48E
from the atmosphere for
16N
Glendive
46E
long periods. The added
47°
“dead carbon” dilutes
47°
Wibaux 14N
Prairie
the concentration of
<1.10
carbon-14, increasing
r
46E
106°
Rive
e
the apparent groundn
Wibaux
Terry
water age. Because of
1.45
Scale:
<0.91
the complexity of the
0
6
12
18 miles
55E
57E
10N
carbon chemistry in the
50E
Explanation
52E
Fox Hills–lower Hell
105°
Creek aquifer, no
1.64
Township line
8N
attempt was made to
County boundary
Baker
correct the numerical
County seat
6N
Principal stream
ages by accounting for
Fallon 8.34
Outcrop of Pierre Shale
added carbon-12.
da
r
ee
uth
Cr
So
k
ern
lin
t
tic
ec
An
ns
Tra
e
55E
1.64
Sample location and
percent modern carbon value
57E
4N
46°
46°
59E
2N
61E
South
Dakota
Figure 35. Samples for carbon-14, oxygen-18, deuterium, and tritium analyses were collected from
the Fox Hills–lower Hell Creek aquifer along two transects of ground-water flow (arrows). The low
to non-detectable concentrations of modern carbon show that the ground water is very old.
33
However, the measured values of carbon-14 can still convey significant information about
relative ground-water ages between pairs of samples along flow directions.
Carbon-14 is measured as percent modern carbon (PMC) relative to a 1950 A.D.
standard (Bowman 1990). Of the 10 samples, only five had detectable levels of carbon-14
activity; the results ranged from 1.5 to 8.3 PMC, yielding uncorrected ages of greater than
10,000 years. The water with the highest PMC content (youngest water) was obtained from
the farthest upgradient well in the southern transect, completed near the Cedar Creek
Anticline at a depth of a 1,010 feet below the surface (figure 35). In each transect, samples
from the farthest downgradient wells—close to presumed discharge areas—contained
detectable carbon-14 activity, whereas samples from wells immediately upgradient contained
no detectable carbon-14 activity, suggesting a possible mixing of younger water with old
water at the discharge areas. None of the 10 samples contained tritium. The lack of detectable
tritium and the low to non-detectable carbon-14 activities suggest that water in the Fox Hills–
lower Hell Creek aquifer is very old—with most of the water in the aquifer recharged more
than 10,000 years before present.
Stable isotopes of oxygen and hydrogen (oxygen-18 and deuterium) were also
analyzed in the 10 samples. Concentrations of each are reported as delta (*) values in per
mil (parts per thousand) relative to a standard known as Vienna standard mean ocean
water (VSMOW). A positive delta value means that the sample contains more of the
isotope than the standard; a negative value means that the sample contains less of the
isotope than the standard.
When water evaporates from the ocean, the water vapor will be depleted in oxygen-18
(18O) and deuterium (D) when compared to the ocean water. As air masses are transported
away from the oceans the isotopic character of the water vapor will change as a result of
condensation, freezing, melting, and evaporation. The two main factors that affect isotopic
content of precipitation are condensation temperature and the amount of water that has
already condensed relative to the initial amount of water in the air mass. The isotopic
composition of water that condenses at cooler temperatures (often associated with higher
altitudes, higher latitudes, or cooler climatic conditions) is lighter than water that condenses at
warmer temperatures (often associated with lower altitudes, lower latitudes, or warmer
climatic conditions). Therefore, at a given locality the *18O and *D in the precipitation will
depend on factors such as distance from the ocean, altitude, and temperature. Because the
isotopic composition of ground water generally reflects the average isotopic composition of
precipitation in a recharge area, spatial and temporal variations in the isotopic content of
precipitation can be useful in evaluating ground-water recharge sources. Craig (1961)
observed another useful relationship, namely that values of *18O and *D of precipitation
from around the world plot linearly along a line known as the global meteoric water line
(figure 36). Ground water that originates as precipitation should also plot along the global
meteoric water line. The departure of *18O and *D values from the meteoric water line may
suggest that the water has been subject to evaporation or geothermal processes.
The *18O and *D values from all nine Fox Hills–lower Hell Creek aquifer samples plot
near the meteoric water line; *D ranged from -149 to -137 and the *18O ranged from -20 to
-17.8. However, the results from each transect plot in separate groups (figure 36). Samples
from the southern transect are isotopically lighter (more negative) than those from the
northern transect. The geographical variation of hydrogen and oxygen isotopes suggests
different recharge conditions for the two areas. The difference between the two groups implies
that ground water in the southern transect was recharged at higher altitudes, such as the Black
Hills area, and/or cooler temperatures than the water from the northern transect.
Comparison of the water sampled from the Fox Hills–lower Hell Creek aquifer to
modern precipitation (figure 36) shows that the ground water is considerably lighter
isotopically than modern precipitation at Flagstaff, Arizona (*18O ranges from -6.2 to
-12.9 per mil), and slightly lighter, or comparable to, precipitation at Edmonton, Alberta
(*18O ranges from -17 to -19.5 per mil). Based on the worldwide distribution of *18O in
modern precipitation (Clark and Fritz 1997), the concentrations of precipitation in eastern
34
-60
Delta - deuterium
-80
Fox Hills–lower Hell Creek aquifer
southern transect
northern transect
-100
ric
r
ate
e
lin
Annual mean precipitation for 1963, 1964,
and 1965, Edmonton, Alberta
w
o
ete
-120
M
Annual mean precipitation for 1963, 1964,
and 1965, Flagstaff, Arizona
-140
-160
-20.5
-18.5
-16.5
-14.5
-12.5
-10.5
-8.5
-6.5
Delta-oxygen-18
Figure 36. The delta oxygen-18 and deuterium concentrations from the Fox Hills–lower Hell Creek
aquifer plot along the meteoric water line. However, samples from the southern transect are
isotopically lighter than those from the northern transect suggesting different recharge conditions
for the two areas. All the samples are significantly more negative than modern precipitation at
Flagstaff, Arizona, and slightly more negative, or comparable to, modern precipitation at
Edmonton, Alberta. Precipitation data from the International Atomic Energy Agency Global
Network of Isotopes in Precipitation data base.
Montana should be 2–3 per mil heavier than Flagstaff and 2–3 per mil lighter than
Edmonton. The isotopically lighter water in the Fox Hills–lower Hell Creek aquifer is
consistent with being very old and having possibly been recharged during the cooler
climatic conditions present during the last glaciation (Pleistocene Epoch—more than
10,000 years before present).
Conclusions
Ground water is an important resource in the Lower Yellowstone River Area; most
farms, ranches, and many municipalities rely on it for domestic use and stock watering.
The climate of the area is semi-arid, characterized by hot, dry summers and cold winters.
The average annual precipitation is about 13.5 inches, most of which is returned to the
atmosphere by evaporation or transpiration. Ground water occurs in three hydrologic
units: a Shallow Hydrologic Unit composed of aquifers within 200 feet of the land surface;
a Deep Hydrologic Unit composed of aquifers at depths greater than 200 feet below the
land surface in the Fort Union Formation and the upper part of the Hell Creek Formation;
and the Fox Hills–lower Hell Creek aquifer.
The majority of the wells are completed in the Shallow Hydrologic Unit, which is
capable of providing adequate supplies of ground water throughout most of the area.
Ground-water flow in the Shallow Hydrologic Unit is characterized by local flow systems
where ground water moves from drainage divides toward nearby valley bottoms. Water
quality and well yields are variable, reflecting the variable nature of the aquifers in the
Shallow Hydrologic Unit. Dissolved constituents range from less than 500 to more than
5,000 mg/L. Nitrate was detected above the maximum contaminant level of 10 mg/L-N in
7% of the wells sampled from Shallow Hydrologic Unit. Sand and gravel aquifers within
60 feet of the land surface are the most sensitive to contamination as determined from
tritium and nitrate analyses, and permeability. Well yields average about 35 gpm from the
unconsolidated deposits, and about 10 gpm in the Fort Union aquifers.
The Deep Hydrologic Unit is characterized by intermediate to regional ground-water
flow patterns with movement generally towards the Yellowstone and Missouri rivers. The
ground water is used primarily for stock and domestic purposes, and well yields are
35
generally less than 15 gpm. Although the average concentration of dissolved constituents
is higher than the other units the overall chemical composition of the water is relatively
consistent suggesting that the Deep Hydrologic Unit is a chemically stable system.
The Fox Hills–lower Hell Creek aquifer underlies most of the study area at depths of 600
to 1,600 feet below land surface. Water in the aquifer is under artesian conditions, and in the
Yellowstone River valley, flowing wells are common. Reported well yields are generally less
than 15 gpm, but some wells reportedly yield as much as 100 gpm. Water quality in the Fox
Hills–lower Hell Creek aquifer is generally good. The water is soft with sodium and
bicarbonate the dominant ions in solution, and concentrations of dissolved constituents
typically between about 1,000 and 2,500 mg/L. Long-term, water-level declines in the Fox
Hills–lower Hell Creek aquifer suggest that the aquifer is being threatened from overdraft.
This situation is aggravated by unrestricted discharge from flowing wells, a process that bleeds
pressure from the aquifer, and results in lowered water levels. Conservation measures such as
restricting or plugging freely flowing wells may help stem the rate of water-level decline. Based
on the carbon-14, oxygen-18, and deuterium analyses the water in the Fox Hills–lower Hell
Creek aquifer is more than 10,000 years old.
Acknowledgements
Numerous well owners graciously allowed the data collection necessary for this
report. The Dawson, Little Beaver, Prairie, Richland, and Wibaux conservation districts
and the Buffalo Rapids Irrigation District, who provided guidance and support, and the
many people who collected data are all gratefully acknowledged. Isotopic analyses were
funded by a seed grant from Montana Tech of The University of Montana. Reviews of this
report by Wayne Van Voast, Bob Bergantino, and Kirk Waren improved its clarity.
References
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36
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37
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_____, 1978, Summary appraisals of the Nation’s ground-water resources—Missouri
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38
Glossary
(Modified from Gary et al. 1972)
Alluvium-Sand, gravel, outwash, silt, or clay deposited during recent geological time by a
stream or other form of running water.
Anion-See Ion.
Aquifer-Geologic materials that have sufficient permeability to yield usable quantities of water
to wells and springs. Spaces between the sedimentary grains (pore spaces), or openings
along fractures, provide the volume (porosity) that store and transmit water within
aquifers (figure 37). Aquifers are either unconfined or confined. The water table forms the
upper surface of an unconfined aquifer; below the water table the pore spaces of the
aquifer are completely water saturated. A layer of low-permeability material such as clay
or shale marks the upper surface of a confined aquifer. This low-permeability layer is
called the confining unit. Below the confining unit the aquifer is completely saturated, and
the water is under pressure (figure 38).
Artesian Aquifer-An artesian
or confined aquifer
contains water that is
under pressure. To be
classified as artesian, the
pressure must be adequate
to cause the water level in
a well to rise above the top
of the aquifer (figure 38).
Flowing wells, or flowing
artesian conditions, occur
in areas where the
potentiometric surface is
higher than the land
surface (figure 39).
land surface
Air in
pores
unsaturated
zone
Water in
pores
saturated
zone
well
water level
water table
Figure 37. In the unsaturated zone, the pores (openings
between grains of sand, silt, clay, and cracks within rocks)
contain both air and water. In the saturated zone the pores
are completely filled with water. The water table is the upper
surface of the saturated zone. Wells completed in unconfined
aquifers are commonly referred to as water-table wells.
Potentiometric
surfaces
Unconfined
aquifer
Confining Confined
aquifer
unit
Figure 38. In an unconfined aquifer, the water table represents the upper boundary of the aquifer.
Therefore, water-level changes in an unconfined aquifer will change the saturated thickness of the
aquifer. In a confined aquifer, the water level in a well will rise to the potentiometric surface, above the
top of the aquifer. The water-level changes in a confined aquifer do not change the saturated thickness.
Bedrock-A general term for consolidated geologic material (rock) that underlies soil or
other unconsolidated material.
Carbon-14-A naturally occurring radioactive isotope of carbon, denoted as 14C, with a
half life of 5,730 years. Carbon-14, with 6 protons and 8 neutrons, is heavy relative to
the most common isotope of carbon (12C).
39
Recharge area
Flowing
well
s u rf a ce
P ot en t iom etr ic
River
Gro
Confining unit
und
te
-wa
lo
r f
w
Confined
aquifer
Confining unit
Figure 39. Artesian conditions develop in confined aquifers when the aquifer, overlain by a lowpermeability unit, dips or tilts away from the its recharge area. Water percolates down to the water
table in the recharge area and moves beneath the confining unit. The artesian pressure is caused by
the difference in the level of the water table in the recharge area and the top of the aquifer. Flowing
wells, or flowing artesian conditions, occur in areas where the potentiometric surface is higher than
the land surface.
Cation-See Ion
Cone of Depression-See Well Hydraulics
Confined Aquifer-See Aquifer
Cumulative Departure-Cumulative departure from average precipitation is calculated by
determining the cumulative difference between the measured monthly precipitation for
a month and the average monthly precipitation for that month for the entire period of
record. Increasing (positive) cumulative departure indicates periods of greater than
average monthly precipitation.
Deuterium-A stable isotope of hydrogen, with one neutron and one proton, denoted as D
or 2H. Deuterium has approximately twice the mass of the most common isotope of
hydrogen, protium (1H).
Discharge Area-An area where ground water is released from an aquifer, generally
characterized by water moving toward the land surface. Springs or gaining streams
(figure 40) may occur in ground-water discharge areas.
Dissolved Constituents-The quantity of dissolved material in a sample of water expressed as
milligrams per liter. The value is calculated by summation of the measured constituents,
Evapotranspiration
Figure 40. Water that percolates
through the unsaturated zone to
the water table is said to recharge
an aquifer. Recharge can also occur
from surface water bodies where
the water levels in streams are
higher than in neighboring
aquifers, for example, as in a losing
stream that only flows seasonally
or in response to rainfall. In
contrast, in a gaining stream
streamflow is maintained by
ground-water discharge.
Precipitation
Runoff
Recharge
“Gaining Stream”
ground water discharges
to stream
“Losing Stream”
stream discharges to
ground water
40
which include major cations (Na, Ca, K, Mg, Mn, Fe) and anions (HCO3, CO3, SO4, Cl,
SiO3, NO3, F) expressed in milligrams per liter (mg/L).
Flow System-The aquifers and confining beds that control the flow of ground water in an area
compose the ground-water flow system (figure 39). Ground water flows through aquifers
from recharge areas, which commonly coincide with areas of high topography, to
discharge areas in the topographically low areas. The relative length and duration of the
ground-water flow-paths are used to classify ground-water systems. A regional system
generally consists of deep ground-water circulation between the highest surface drainage
divides and the largest river valleys. Local and intermediate flow systems consist of
shallow ground-water flow between adjacent recharge and discharge areas superimposed
on or within a regional flow system.
Ground Water-Strictly speaking, all water below land surface is “ground water.” The
water table defines the boundary between the unsaturated (air in pores) and saturated
zones (water in pores) (figure 37). It is the water from saturated zones that supplies
water to wells (and springs) which will be called ground water in this atlas.
GWIC-Ground Water Information Center-repository for water well logs and groundwater information at the Montana Bureau of Mines and Geology, 1300 W. Park St,
Butte, MT 59701, (406) 496-4336, [email protected]
Hydraulic Conductivity-Measure of the rate at which water is transmitted through a unit
cross-sectional area of an aquifer; often called “permeability.” The higher the
hydraulic conductivity (the more permeable) of the aquifer, the higher the well yields
will be. The hydraulic conductivity of geologic material ranges over about 14 orders of
magnitude (figure 41).
Shale
Glacial till
Sandstone
Silt
Silty sand
Clean sand
Gravel
Geologic material
Hydraulic
conductivity
(gal/day/ft2)
1,000,000
100,000
10,000
1,000
100
10
1
0.1
0.01
0.001
0.0001
0.00001
0.000001
0.0000001
Figure 41. The range of hydraulic
conductivity values for typical geologic
materials ranges over several orders of
magnitude. Hydraulic conductivities not only
differ in different rock types but may also
vary from place to place in the same rock,
depending on local variations in permeability
(modified from Freeze and Cherry 1979).
Hydrologic Cycle-The constant circulation of water between the ocean, atmosphere, and
land is called the hydrologic cycle. The concept of the hydrologic cycle provides a
framework for understanding the occurrence and distribution of water on the earth.
The important features of the hydrologic cycle are highlighted on figure 42. The
hydrologic cycle is a natural system powered by the sun. Evaporation from the ocean,
other surface bodies of water and shallow ground water, and transpiration from
plants, brings “clean” water (because most dissolved constituents are left behind) into
the atmosphere where clouds may form. The clouds return water to the land and
ocean as precipitation (rain, snow, sleet, and hail). Precipitation may follow many
different pathways. Some may be intercepted by plants, may evaporate, may infiltrate
41
the ground surface, or may run off (overland flow). The water that infiltrates the
ground contributes to the ground-water part of the cycle. Ground water flows through
the earth until it discharges to a stream, spring, lake, or ocean. Runoff occurs when
the rate of infiltration is exceeded. This water contributes directly to streams, lakes or
other bodies of surface water. Water reaching streams flows to the ocean where it is
available for evaporation again, perpetuating the cycle.
Water in from
Pacific Ocean and
Gulf of Mexico
Precipitation
Infi
Evapotranspiration
ltra
tion
Evaporation
Runoff
Ground water
Figure 42. The constant
circulation of water between
the ocean, atmosphere, and
land is referred to as the
hydrologic cycle. In the
Lower Yellowstone River
Area, most of precipitation
that enters the area is
returned to the atmosphere by
evaporation and
evapotranspiration.
Water out through Yellowstone
and Missouri rivers and evapotranspiration
Hydrologic Unit-A body of geologic materials that functions regionally as a water-yielding unit.
Ion-An atom or group of atoms that carries a positive (cation) or negative (anion) electric
charge. Atoms in liquid solutions are typically ions; the atoms are said to have been
ionized.
Isotopes-Atoms of the same element that differ in mass because of differing numbers of
neutrons in their nuclei. Although isotopes of the same substance have most of the
same chemical properties, their different atomic weights allow them to be separated.
For example, oxygen-18 is heavier than oxygen-16, so water molecules containing
oxygen-16 evaporate from a water body at a greater rate. Globally distributed
isotopes that occur in nature are called environmental isotopes.
Overdraft-Long-term withdrawal of water in excess of long-term recharge.
Oxygen-18-A stable isotope of oxygen, denoted as 18O, with 8 protons and 10 neutrons.
Oxygen-18 is heavy relative to the common isotope of oxygen (16O).
Permeability-The capacity of a geologic material to transmit fluid (water in this report);
also called hydraulic conductivity.
Potentiometric Surface-A surface defined by the level to which water will rise in tightly
cased wells (figures 37, 38). The water table is a potentiometric surface for an
unconfined aquifer.
Radioactive Half-Life-The time over which half of a radioactive material decays to
another elementary material—from a parent to a daughter product.
Recharge Area-An area where an aquifer receives water, characterized by movement of
water downward into deeper parts of an aquifer (figure 39).
42
Sediment-Solid fragments of rocks deposited in layers on the Earth’s surface. Commonly
classified by grain size (clay, silt, sand, gravel) and mineral composition (e.g., quartz,
carbonate, etc.).
Storativity-The volume of water an aquifer releases from or takes into storage per unit
surface area of the aquifer per unit change in head. In an unconfined aquifer the
storativity is nearly equivalent to how much water a mass of saturated geologic
material will yield by gravity drainage.
Surface Water-Water at the Earth’s surface, including snow, ice, and water in lakes
streams, rivers, and oceans.
Transmissivity-The rate at which water is transmitted through a unit width of an aquifer
under a unit hydraulic gradient. Transmissivity is equivalent to the hydraulic
conductivity times the aquifer thickness.
Tritium-A naturally occurring radioactive isotope of hydrogen, denoted as 3H, with a half
life of 12.43 years. Tritium, with 1 proton and 2 neutrons, has approximately three
times the mass of the most common isotope of hydrogen, protium (1H).
Unconfined Aquifer-See Aquifer
Unconsolidated-Sediment that is not generally cemented or otherwise bound together.
Unsaturated Zone-The subsurface area above the water table where the pores are filled by
air or partly by water and partly by air.
Water Table-The upper surface of an unconfined aquifer, where the pressure of the water
is equal to atmospheric pressure. Below the water table the pore spaces are completely
saturated.
Well-A borehole drilled to produce ground water, or monitor ground-water levels or
quality. A properly designed production well—for domestic, stock-watering or
municipal purposes—should produce good-quality, sand-free water with proper
protection from contamination. The basic elements of a properly constructed well are
shown below (figure 43).
Well casing Well cap
At least
18 inches
Site graded so surface
water drains away
from well
Surface material
Sealed to at
least 18 feet
Bentonite or
grout seal
Annulus sealed
between aquifers
Aquifer
Annular space
Confining unit
Sand or
gravel pack
Perforations
in casing
Open bottom
Aquifer
Figure 43. Properly constructed wells are
completed in single aquifers. To protect
ground-water quality and maintain
artesian pressures, wells should not serve
as conduits from the surface to ground
water or connect separate aquifers.
43
Well Hydraulics-The withdrawal of water from a well causes the water level within the
well to drop below the static water level in the surrounding aquifer. The lowering of
the water level in the well induces ground-water to move from the aquifer to the well.
As pumping continues, the water level in the well and the surrounding aquifer
continues to decline until the rate of inflow equals the rate of withdrawal. The radial
decline in the water level surrounding a well in response to pumping is called the cone
of depression, the limit of the cone of depression is called the zone of influence. The
geographic area containing ground water that flows toward the well is the zone of
capture (figure 44).
Wellhead Protection Area-Zone around a public water supply that is delineated based on
geologic and hydraulic factors and is managed to prevent contamination of the water
supply. The area typically includes the zone of capture within about a mile of the well
(figure 44).
Zone of Influence
Zone of Capture
Figure 44. Withdrawal of ground water will
temporarily depress the water level
(potentiometric surface) in the region
surrounding the well creating a “cone of
depression.” The dimensions of the cone of
depression, zone of influence, and zone of
contribution depend on hydraulic
characteristics of the aquifer, potentiometric
surface, and discharge rate of the well.
pumping well
urfac
Land S
e
View from the top
Flow lines
Zo
e
ne of Influenc
Zone of
Capture
Ground-Water Divide
View from the side
pumping well
Cone of
Depression
A-1
Appendix A
Site Location System for Points in the
Public Land Survey System
A-2
How to Locate a Well on a Map using GWIC Locations
For example, find well number M:35209, located in 10N 58E section 15 ABBC.
To locate the well in the township, range, and section, read the tract (ABCD)
designations from left to right, largest tract to smallest tract. Beginning in the
center of the section, travel to the ‘A’ in the center of the northeast quarter. From
there, travel to the ‘B’ in the center of the northwest quarter of the northeast quarter. From there, travel to the ‘B’ in the northwest quarter of the northwest quarter
of the northeast quarter. From there, travel to the ‘C’ or southwest quarter of the
northwest quarter of the northwest quarter of the northwast quarter of section 15.
1 square mile
B
1
6
B
C
B
A
D
A
A
C
Township
10N
C
31
15
D
D
36
Range
58E
Section 15 ABBC
B-1
Appendix B
List of Inventoried Wells
SHU = Shallow Hydrologic Unit
DHU = Deep Hydrologic Unit
FHHC = Fox Hills–Lower Hell Creek Aquifer
SWL = Static Water Level in Well
* Indicates a Well that was Part of the
Water-Level Monitoring Network
M:14510
M:1166
M:14520
M:1167
M:1251
M:15656
M:15661
M:15678
M:15681
M:15684
M:15686
M:16468
M:16471
M:152204
M:152205
M:152207
M:16509
M:16508
M:16510
M:16477
M:16514
M:16521
M:16538
M:16542
M:16553
M:16554
M:16556
M:16557
M:143954
M:16559
M:16563
M:16570
M:17453
M:17458
M:17459
M:17465
M:700206
M:131087
M:152209
M:17473
M:126738
M:151486
M:700211
M:700212
M:1431
M:17485
M:17493
M:17496
M:17499
M:17513
M:152189
M:700217
M:17518*
M:17530
M:131088
M:143950
M:17523
M:17541
M:17549
M:17551
M:17562
M:700225
M:17567
M:17580
M:149892
02N 61E 10 DABC
02N 61E 23 DABB
02N 61E 23 DABB
02N 61E 36 DADC
03N 59E 23 CCCC
03N 60E 26 AABA
03N 60E 34 ABAD
03N 61E 14 CDDB
03N 61E 15 DCAC
03N 61E 22 CAAA
03N 61E 23 BBAC
04N 58E 10 DDAD
04N 58E 12 CDDD
04N 58E 13 BAAD
04N 58E 13 BAAD
04N 58E 13 BAAD
04N 58E 13 BADD
04N 58E 13 BADD
04N 58E 13 BDAD
04N 58E 24 CBAA
04N 59E 17 DADD
04N 59E 20 BBDB
04N 60E 12 DDDC
04N 60E 14 AACC
04N 61E 04 BDDD
04N 61E 08 DDBB
04N 61E 10 CCCC
04N 61E 15 BBDB
04N 61E 15 BBDB
04N 61E 16 BADC
04N 61E 23 BCCC
04N 61E 30 DBAC
05N 55E 11 ADAD
05N 55E 21 CCDB
05N 55E 23 AADB
05N 56E 07 ACBD
05N 56E 07 BCBC
05N 56E 10 ADCC
05N 56E 18 ADCC
05N 56E 22 CAAD
05N 56E 24 ADAD
05N 56E 26 AABD
05N 56E 31 DADB
05N 56E 32 CBAA
05N 57E 04 ADDB
05N 57E 04 CCDA
05N 57E 10 BDAD
05N 57E 11 BADB
05N 57E 14 BABC
05N 57E 28 DAAB
05N 57E 33 CCCA
05N 57E 34 BCCD
05N 58E 02 DCDB
05N 58E 02 DDDD
05N 58E 03 CCBB
05N 58E 03 CCBC
05N 58E 04 DACB
05N 58E 24 DDCB
05N 58E 34 ADAD
05N 59E 01 DDDB
05N 59E 09 ABAB
05N 59E 09 ABAC
05N 59E 15 DBBA
05N 59E 28 BDCA
05N 59E 33 BBBD
SHU
DHU
SHU
FHHC
DHU
DHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
FHHC
FHHC
DHU
FHHC
DHU
SHU
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
DHU
SHU
SHU
SHU
DHU
DHU
SHU
FHHC
DHU
SHU
SHU
FHHC
SHU
SHU
FHHC
DHU
SHU
FHHC
SHU
160
270
125
500
340
200
100
150
150
135
110
920
76
49
53
49
80
75
80
35
165
32
200
67
125
180
100
67
89
140
120
154
500
920
1,080
500
42
270
125
374
340
200
40
150
150
135
110
820
76
44
48
44
50
65
70
15
165
32
200
67
125
180
80
67
89
100
80
114
500
790
1,080
500
570
20
580
700
350
300
500
910
20
600
96
115
40
580
200
180
1,235
320
55
20
1,420
125
130
1,065
200
125
900
45
510
20
580
640
350
300
500
811
20
540
81
90
40
580
200
180
1,215
270
55
20
1,180
125
130
1,010
200
98
900
45
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
3,057
3,095
3,080
2,980
3,340
3,360
3,380
3,100
3,120
3,150
3,120
3,160
3,190
3,200
3,200
3,200
3,200
3,205
3,220
3,210
3,260
3,355
3,110
3,110
3,055
3,065
3,062
3,045
3,045
3,073
3,112
3,245
2,875
2,980
2,880
2,820
2,835
2,920
2,823
2,860
2,940
2,900
2,885
2,880
3,020
2,940
3,000
3,080
3,080
3,075
2,980
3,020
3,325
3,380
3,190
3,190
3,175
3,300
3,300
3,110
3,250
3,250
3,220
3,242
3,170
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-2
31.50
90.71
95.55
-41.27
113.41
116.00
40.39
63.85
50.60
33.50
65.15
163.20
3,026
3,004
2,984
3,021
3,227
3,244
3,340
3,036
3,069
3,117
3,055
2,997
51.3
51.6
53.2
50.9
54.9
52.5
50.2
50.0
51.6
51.6
51.8
55.9
10.3
9.1
8.4
9.2
9.0
9.1
7.2
7.9
9.5
7.7
7.5
9.2
4,290
1,617
2,880
926
1,715
1,827
999
2,080
2,130
3,190
1,284
1,182
31.41
29.08
31.53
31.05
31.25
3,169
3,171
3,168
3,169
3,174
11.40
91.60
22.70
78.54
17.71
33.53
3,861
51.1
7.3
701
3,199
3,168
3,332
3,031
3,092
3,021
48.6
51.1
7.6
7.4
951
708
856
53.2
51.3
8.6
7.5
3,590
834
3,231
751
33.68
3,028
49.3
8.5
2,020
1,818
26.52
21.03
57.76
98.85
3,018
3,052
3,054
3,146
50.4
8.2
836
752
140.15
37.50
-10.26
-4.87
45.20
2.74
-2.86
7.40
-3.36
-7.98
-10.33
105.26
9.70
75.60
59.50
63.40
28.22
16.20
51.95
133.95
298.10
191.21
12.55
11.59
284.20
53.40
83.50
2,840
2,843
2,830
2,840
2,875
2,820
2,863
2,933
2,903
2,893
2,890
2,915
2,930
2,924
3,021
3,017
3,047
2,964
2,968
3,191
3,082
2,999
3,177
3,163
3,016
3,247
3,027
50.9
54.3
57.0
7.3
9.2
9.3
891
1,397
1,079
1,257
971
55.6
53.2
9.2
9.1
1,183
1,472
1,065
1,325
59.9
9.2
1,103
993
55.2
56.1
56.1
56.5
44.4
9.1
9.3
9.3
9.1
7.3
1,220
1,085
1,110
1,203
1,098
977
50.0
7.2
1,976
48.7
57.7
7.5
9.2
1,389
1,071
964
55.6
9.4
1,228
1,105
3,143
3,143
3,147
3,157
9.2
7.0
8.6
8.9
6.7
6.8
1,284
1,380
1,748
1,958
1,285
2,300
1,156
1,242
107.20
77.50
94.91
13.21
59.9
52.2
49.5
60.6
52.7
53.6
49.1
7.5
877
789
2,592
899
1,872
1,917
2,871
1,156
1,064
1,157
M:700229
M:17590
M:17592
M:17596
M:700231
M:19031
M:700237
M:19035
M:19044
M:19048
M:152198
M:19049
M:152199
M:125681
M:19071
M:19072
M:700249
M:19077
M:700251
M:19104
M:19117
M:19126
M:19127
M:152196
M:19132
M:19112
M:19136
M:21960
M:20418
M:20424
M:20429
M:700269
M:700270
M:20434
M:20436
M:700272
M:20445
M:20451
M:700275
M:700274
M:700276
M:152210
M:20459
M:20460
M:143948*
M:20471
M:20470
M:20475
M:20483
M:152211
M:122895
M:20495
M:20505
M:136790
M:152212
M:700292
M:151967
M:151968
M:700303
M:152213
M:20564
M:700307
M:151969
M:20590
M:20600
05N 60E 06 ADDD
05N 60E 07 BCCC
05N 60E 17 BBBC
05N 60E 18 AAAA
05N 60E 21 DBDD
06N 55E 19 DADB
06N 55E 26 BBBB
06N 55E 35 BCBA
06N 56E 19 CADB
06N 56E 30 BBBC
06N 56E 30 BCCC
06N 56E 31 CCCD
06N 57E 11 DADC
06N 57E 22 DABB
06N 57E 31 ADCB
06N 57E 31 CCCC
06N 57E 33 BDDC
06N 58E 04 AAAC
06N 58E 04 BBDC
06N 59E 04 AAAC
06N 59E 25 DACA
06N 59E 36 ADAA
06N 60E 08 DBAA
06N 60E 32 CCCB
06N 60E 33 DCAD
06N 61E 03 BBAA
06N 61E 04 ABAD
07N 55E 03 DADA
07N 55E 17 CAAA
07N 55E 30 DDDD
07N 55E 36 ACAC
07N 56E 05 BAAA
07N 56E 08 ABDD
07N 56E 12 DDCA
07N 56E 14 DCAC
07N 56E 25 CDAC
07N 56E 32 BBAA
07N 57E 06 ABDC
07N 57E 10 CBBC
07N 57E 10 CBBD
07N 57E 16 ABBA
07N 57E 16 ABBA
07N 57E 18 DCCD
07N 57E 20 BBDD
07N 57E 24 BBCB
07N 58E 01 DCDC
07N 58E 01 DCDC
07N 58E 06 BDAA
07N 58E 12 DCCD
07N 58E 12 DDDC
07N 58E 20 CACA
07N 58E 29 AABC
07N 59E 02 CDDA
07N 59E 02 DCCA
07N 59E 07 DAAA
07N 59E 08 CABC
07N 59E 10 ADDD
07N 59E 24 BDCD
07N 59E 24 BDDA
07N 59E 25 ADCD
07N 59E 27 DAAB
07N 59E 27 DAAB
07N 60E 03 CCCC
07N 60E 10 DAAC
07N 60E 25 BACB
FHHC
DHU
SHU
SHU
SHU
SHU
FHHC
FHHC
DHU
FHHC
DHU
DHU
SHU
DHU
SHU
FHHC
SHU
DHU
FHHC
DHU
DHU
SHU
FHHC
SHU
SHU
FHHC
FHHC
FHHC
SHU
DHU
DHU
FHHC
FHHC
SHU
FHHC
SHU
SHU
FHHC
FHHC
SHU
DHU
SHU
FHHC
FHHC
DHU
DHU
DHU
FHHC
DHU
DHU
DHU
DHU
FHHC
FHHC
DHU
DHU
SHU
FHHC
DHU
DHU
FHHC
SHU
SHU
FHHC
SHU
180
200
110
100
110
140
900
900
300
950
180
200
110
100
110
140
900
900
300
950
500
88
320
100
1,060
100
410
750
360
228
150
300
110
100
60
50
1,050
40
640
445
640
350
147
810
500
88
260
100
503
100
350
750
360
228
150
295
110
80
40
50
1,050
30
640
385
640
350
147
810
140
790
1,000
120
750
1,000
200
60
875
920
362
275
460
940
320
450
301
400
201
220
300
201
52
375
255
240
450
175
78
100
40
200
60
855
920
362
275
440
940
320
450
260
400
165
200
300
201
52
375
255
240
450
175
78
100
40
53.50
112.00
31.55
76.58
30.90
33.42
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
3,110
3,150
3,160
3,160
3,050
2,905
2,892
2,895
2,740
2,803
2,787
2,840
2,952
3,200
2,990
2,892
3,049
2,907
2,952
3,095
3,162
3,136
3,195
3,100
3,058
2,942
2,962
2,880
2,850
2,912
2,720
2,620
2,650
2,832
2,700
2,790
2,685
2,760
2,875
2,865
2,880
2,880
2,740
2,820
3,045
2,905
2,905
2,785
2,870
2,910
2,850
2,840
2,960
2,990
2,895
2,895
2,940
3,060
3,010
3,022
3,010
3,010
3,020
3,055
3,028
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-3
3,057
3,038
3,128
3,083
3,019
2,872
51.6
8.3
1,910
1,719
53.6
7.9
602
542
55.4
54.3
53.4
61.2
51.3
59.9
9.1
8.9
9.1
9.4
6.8
9.2
1,164
1,429
1,400
1,167
2,680
1,276
1,048
1,286
1,260
1,050
2,412
1,148
50.0
56.7
50.2
53.4
61.7
7.3
9.1
7.7
8.8
9.1
2,050
1,273
3,060
2,720
1,416
1,845
1,146
2,754
2,448
1,274
50.7
53.8
52.0
50.7
48.7
57.6
48.7
60.6
49.1
55.8
51.8
57.4
58.5
8.8
8.8
2,025
1,670
8.5
8.2
7.3
7.7
9.1
7.6
8.7
9.2
9.2
9.2
2,250
1,855
4,190
1,588
1,224
1,298
1,728
1,473
2,880
1,657
1,410
1,322
1,260
61.0
9.2
1,228
1,105
50.4
57.0
55.4
47.7
50.4
8.5
8.9
9.1
7.4
8.7
2,290
2,050
1,447
2,880
3,100
2,061
1,845
1,302
2,592
2,790
59.4
62.6
9.4
9.3
1,205
1,311
1,085
1,180
61.5
62.6
8.1
9.2
2,190
1,490
1,971
1,341
9.0
8.1
8.8
2,130
5,520
2,890
1,917
4,968
2,601
9.0
9.0
7.1
9.0
7.8
8.5
8.7
8.9
7.4
6.4
7.0
2,000
2,070
2,130
1,601
1,337
2,060
2,620
2,560
673
932
1,780
1,800
-22.39
4.71
-6.82
2,762
2,798
2,794
41.88
245.50
62.11
17.14
2,910
2,955
2,928
2,875
-20.30
60.74
122.28
146.80
128.62
199.58
84.65
18.87
2,927
2,891
2,973
3,015
3,007
2,995
3,015
3,039
22.20
208.02
16.34
2,940
2,672
2,834
-16.66
-16.92
-44.48
28.42
-29.37
1.76
-13.25
30.57
91.85
5.86
87.85
26.60
-14.10
47.42
216.57
39.07
60.05
5.96
10.13
28.06
2,737
2,637
2,694
2,804
2,729
2,788
2,698
2,729
2,783
2,859
2,792
2,853
2,754
2,773
2,828
2,866
2,845
2,779
2,860
2,882
-41.58
2,882
54.5
63.3
53.4
-27.29
-16.86
36.37
169.40
105.92
92.06
55.30
30.00
24.10
28.01
10.53
2,922
2,912
2,904
2,891
2,904
2,930
2,955
2,980
2,996
3,027
3,017
52.9
51.6
50.5
54.7
51.4
52.7
54.9
54.5
49.1
48.9
50.0
1,429
1,102
1,168
1,555
1,326
2,592
1,269
1,190
1,134
1,917
1,441
1,203
1,854
2,358
2,304
606
M:1627
M:152214
M:20609
M:151654
M:21952
M:149889
M:143798
M:21956
M:143797
M:143796
M:143799
M:21962
M:21963
M:700322
M:700323
M:21965
M:21972
M:21976
M:21978
M:700328
M:700329
M:700332
M:1678
M:700334
M:700335
M:21998
M:22002
M:22005
M:22015
M:22016
M:22025
M:22030
M:22039
M:22040
M:22044*
M:700348
M:143949
M:22050
M:151658
M:22063
M:151655
M:152243
M:22091
M:22107
M:152247
M:22111
M:22913
M:22914
M:22917
M:22918
M:22919
M:22920
M:22979
M:22982
M:22983
M:22987
M:22986
M:22995
M:22996
M:22997
M:23021
M:23022
M:130084
M:700371
M:23032
07N 61E 06 DCBB
07N 61E 07 BAAA
07N 61E 16 CABB
07N 61E 31 ABCC
08N 55E 07 AAAA
08N 55E 07 AAAA
08N 55E 11 AAAA
08N 55E 13 ABBD
08N 55E 24 ACBC
08N 55E 24 ACBC
08N 55E 25 AADA
08N 56E 01 BCBC
08N 56E 01 DDCD
08N 56E 10 ABCC
08N 56E 15 DAAA
08N 56E 17 BDDA
08N 56E 27 BCDA
08N 56E 29 CBBC
08N 56E 29 DDCA
08N 57E 05 CCAD
08N 57E 06 DBCC
08N 57E 10 CCBB
08N 57E 14 DABA
08N 57E 14 DABA
08N 57E 14 DABA
08N 57E 26 CCDA
08N 57E 34 AADA
08N 58E 02 AADD
08N 58E 10 DDBC
08N 58E 11 DDDD
08N 58E 26 DCCD
08N 58E 31 CAAA
08N 58E 34 BD
08N 58E 35 CAAD
08N 59E 02 AACD
08N 59E 07 CDCD
08N 59E 10 CDBD
08N 59E 12 BAAD
08N 59E 31 CCCB
08N 59E 35 CBAC
08N 59E 35 DCCB
08N 60E 22 CCDD
08N 60E 24 CDDD
08N 61E 05 ACAD
08N 61E 30 ADBD
08N 61E 31 CACD
09N 52E 01 DDCC
09N 52E 05 CABD
09N 53E 07 DDDA
09N 53E 08 BBCB
09N 53E 08 BBCC
09N 53E 10 ADCD
09N 56E 15 AABA
09N 56E 24 DCCB
09N 56E 28 DDBC
09N 56E 32 BAAD
09N 56E 32 BDAC
09N 57E 07 BBAA
09N 57E 08 ADBA
09N 57E 08 BCBC
09N 57E 33 BAAB
09N 57E 35 DDDA
09N 58E 04 ACDB
09N 58E 27 CCAD
09N 58E 32 ADBB
FHHC
FHHC
FHHC
FHHC
DHU
SHU
SHU
FHHC
SHU
FHHC
FHHC
FHHC
DHU
FHHC
DHU
FHHC
FHHC
SHU
SHU
FHHC
DHU
DHU
SHU
SHU
FHHC
DHU
SHU
FHHC
FHHC
SHU
DHU
SHU
FHHC
DHU
FHHC
SHU
SHU
FHHC
FHHC
DHU
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
DHU
FHHC
SHU
SHU
DHU
SHU
SHU
SHU
FHHC
FHHC
DHU
FHHC
SHU
SHU
DHU
FHHC
DHU
DHU
SHU
308
330
200
308
330
200
338
50
40
870
15
800
800
900
460
1,100
200
730
940
157
220
900
400
300
110
120
1,000
441
92
1,087
985
120
525
100
800
300
80
63
40
25
700
360
500
175
240
205
220
40
311
1,220
32
10
743
90
100
40
1,060
870
652
840
60
80
380
960
260
482
120
338
50
40
870
15
800
800
900
460
1,100
200
730
760
117
170
628
400
300
110
85
1,000
378
92
1,087
985
100
525
95
520
220
80
63
40
25
700
360
500
175
191
205
220
40
311
1,020
32
10
743
90
70
40
1,060
870
652
840
55
50
320
960
240
482
100
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
3,155
3,185
3,145
3,030
2,770
2,790
2,682
2,590
2,623
2,623
2,706
2,610
2,630
2,730
2,780
2,570
2,667
2,600
2,690
2,685
2,650
2,715
2,775
2,775
2,775
2,705
2,740
2,820
2,890
2,960
2,810
2,755
2,845
2,790
3,043
2,890
2,920
2,984
2,880
3,080
3,160
3,130
3,150
2,950
3,090
3,150
2,801
2,860
2,758
2,711
2,716
2,774
2,690
2,770
2,650
2,590
2,590
2,690
2,740
2,730
2,785
2,875
2,900
2,950
2,890
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-4
53.4
52.0
53.2
8.9
8.5
7.1
1,573
825
935
743
842
52.7
7.2
2,620
2,358
63.1
10.1
1,237
1,113
2,625
2,643
59.0
53.8
9.1
8.6
1,439
2,100
1,295
-51.51
-12.75
2,622
2,680
94.14
-9.59
2,596
2,695
59.0
56.1
52.5
59.4
61.0
59.7
9.2
9.3
9.6
8.7
9.1
9.1
1,260
1,340
1,259
1,870
1,395
1,491
1,134
1,206
1,133
1,683
1,256
1,342
32.23
2,683
47.41
-7.78
61.17
50.00
60.00
42.11
-12.24
28.62
2,728
2,713
2,679
2,770
2,830
2,918
2,822
2,726
61.0
53.1
50.2
59.0
52.2
51.6
54.1
9.2
8.8
8.5
8.8
9.1
7.3
9.1
1,609
1,670
2,100
1,611
1,555
1,713
252
1,448
58.1
48.2
9.1
8.7
1,535
1,745
1,571
47.7
8.2
1,925
1,733
74.5
52.9
9.2
8.2
1,160
2,780
1,044
2,502
50.0
51.4
49.8
51.8
7.4
8.8
8.5
8.2
930
1,553
2,400
3,830
837
1,398
2,160
3,447
52.7
61.3
46.0
46.2
58.3
51.1
58.3
7.3
9.6
7.7
7.5
9.3
7.6
7.2
2,200
1,303
926
2,260
1,252
740
2,420
1,980
1,173
833
2,034
1,127
59.9
57.2
57.7
55.2
9.0
9.0
8.6
8.7
1,436
1,746
3,080
3,200
1,292
1,571
2,772
2,880
48.6
55.2
56.8
52.9
55.9
7.2
8.6
8.8
6.5
8.4
6,140
1,950
1,659
3,490
2,400
5,526
1,755
1,493
3,141
2,160
195.40
150.63
15.81
2,990
2,994
3,014
5.91
31.39
-22.79
9.60
2,784
2,651
2,613
2,613
-15.28
-12.97
33.53
12.60
13.57
7.24
43.29
94.69
226.41
98.46
162.84
111.63
105.20
12.41
3,009
2,877
2,906
2,977
2,837
2,985
2,934
3,032
2,987
2,838
2,985
3,138
441.54
20.32
4.90
2,418
2,738
2,706
6.61
31.38
-11.97
2,763
2,619
2,602
48.25
17.11
24.51
47.98
132.74
175.54
182.38
88.02
2,642
2,723
2,705
2,737
2,742
2,724
2,768
2,802
1,450
1,400
227
2,178
M:23042
M:151412
M:23056
M:151339
M:23074
M:139758
M:151484
M:23527
M:23572
M:149455
M:149456
M:149460
M:149457
M:149459
M:149458
M:137857
M:23577
M:23578
M:700002
M:23581
M:700003
M:23582
M:700004
M:121085
M:23588
M:23589
M:149569
M:23590
M:23592
M:23593
M:23596
M:149618
M:145579
M:149453
M:700005
M:151282
M:23600
M:149454
M:149379
M:23608
M:23613
M:23617
M:23619
M:23626
M:23644
M:23653
M:78875
M:23660
M:23663
M:23667
M:23668
M:23671
M:23672
M:23677
M:23690
M:23699
M:23701
M:122404
M:23715
M:23723
M:23729
M:78872
M:23732
M:23739
M:23748
09N 59E 05 ADAB
09N 59E 18 AAAA
09N 59E 33 DDDD
09N 60E 02 BCBA
09N 60E 30 CBBB
09N 61E 17 CADA
09N 61E 18 BAAD
10N 49E 03 BBBA
10N 50E 03 BBDC
10N 50E 04 ABBA
10N 50E 04 DCAC
10N 50E 06 BDDC
10N 50E 07 AACC
10N 50E 07 CCCD
10N 50E 07 DAAB
10N 51E 08 DAAB
10N 51E 11 ADAA
10N 51E 11 CCCD
10N 51E 19 ACCB
10N 51E 20 DBCD
10N 51E 20 DDAB
10N 51E 23 ADBC
10N 51E 26 BABB
10N 52E 07 CCCA
10N 52E 10 BADD
10N 52E 11 BBCA
10N 52E 11 BBCB
10N 52E 12 AADA
10N 52E 14 BAAA
10N 52E 19 DBBA
10N 52E 36 AACC
10N 53E 04 BCAA
10N 53E 04 BDAC
10N 53E 11 CCCA
10N 53E 13 ADAD
10N 53E 17 ABAA
10N 53E 17 BBBD
10N 53E 34 AADC
10N 53E 35 DBDC
10N 54E 11 CBBD
10N 54E 22 DDCB
10N 54E 29 DACB
10N 54E 36 BCCC
10N 55E 08 CBCA
10N 56E 04 AACC
10N 56E 22 DDDD
10N 56E 26 CACB
10N 56E 33 DDDB
10N 57E 06 CDCD
10N 57E 12 ACBA
10N 57E 16 BBAA
10N 57E 22 CDCC
10N 57E 23 BDAB
10N 57E 28 DDAC
10N 58E 13 ACCB
10N 58E 18 CDDD
10N 58E 25 AAAD
10N 59E 11 AABC
10N 59E 11 AABC
10N 59E 19 AAAA
10N 59E 29 BDBB
10N 59E 34 BAAC
10N 59E 34 DABC
10N 60E 02 CDDD
10N 60E 10 ABBA
FHHC
SHU
FHHC
DHU
FHHC
SHU
FHHC
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
DHU
FHHC
FHHC
FHHC
SHU
FHHC
FHHC
SHU
SHU
SHU
SHU
FHHC
FHHC
FHHC
SHU
SHU
DHU
FHHC
SHU
SHU
FHHC
SHU
FHHC
FHHC
SHU
DHU
FHHC
FHHC
DHU
DHU
SHU
SHU
FHHC
DHU
DHU
SHU
SHU
FHHC
FHHC
FHHC
DHU
SHU
FHHC
FHHC
DHU
FHHC
FHHC
SHU
100
15
92
220
540
180
840
600
930
60
15
72
220
540
142
840
600
120
660
750
270
420
492
475
420
270
420
420
132
980
760
240
25
43
12
1,050
1,020
930
20
210
400
905
105
160
1,000
50
1,081
750
149
350
1,066
1,100
200
310
140
140
153
400
322
260
160
85
150
96
460
65
110
140
240
160
680
44
40
980
655
80
25
43
12
635
940
850
20
70
400
905
105
160
1,000
50
825
750
115
350
1,066
1,100
200
263
140
140
135
400
322
190
100
85
150
96
440
65
110
110
220
140
617
44
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,865
2,835
3,055
3,135
3,145
3,100
3,240
2,258
2,440
2,452
2,462
2,480
2,438
2,428
2,406
2,361
2,448
2,638
2,312
2,328
2,356
2,535
2,641
2,518
2,779
2,740
2,749
2,600
2,716
2,795
2,825
2,500
2,453
2,773
2,550
2,539
2,588
2,700
2,675
2,470
2,430
2,710
2,450
2,510
2,610
2,710
2,730
2,630
2,650
2,710
2,710
2,870
2,830
2,800
2,832
2,870
2,860
3,070
3,070
2,852
2,980
3,030
2,970
3,045
3,025
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-5
24.32
5.97
55.12
6.17
221.42
2,841
2,829
3,000
3,129
2,924
-76.92
2,335
-2.31
68.77
2,363
2,379
-21.08
-5.81
2,349
2,362
70.49
19.06
2,709
2,721
4.64
293.84
2,595
2,422
5.77
68.25
2,494
2,385
80.83
27.53
2,458
2,560
45.48
2,630
-3.70
91.70
-3.20
2,434
2,618
2,453
104.85
119.59
35.03
2,605
2,610
2,595
96.57
53.59
64.19
113.14
58.32
42.55
122.61
65.22
321.17
47.50
45.79
96.25
183.88
124.97
344.29
8.82
2,613
2,656
2,806
2,717
2,742
2,789
2,747
2,795
2,749
3,023
2,806
2,884
2,846
2,845
2,701
3,016
60.4
8.9
1,811
1,630
51.8
50.5
54.7
50.7
56.8
59.0
8.1
7.0
8.6
6.9
8.5
9.3
1,232
1,640
1,810
1,644
2,770
1,188
1,109
1,476
1,629
1,480
2,493
1,069
49.5
54.3
52.7
53.6
51.8
48.0
59.4
56.7
54.1
58.6
60.3
59.2
7.4
7.8
7.8
7.6
7.8
7.5
9.2
9.2
9.0
9.3
9.1
9.2
756
484
409
495
432
774
1,270
1,403
882
1,261
1,295
1,314
680
436
368
446
389
697
1,263
794
1,135
1,166
1,183
63.3
55.4
54.5
50.7
59.2
55.6
61.7
61.7
57.0
9.0
9.5
7.7
7.4
7.5
7.6
9.0
9.3
9.2
1,345
1,394
927
1,840
1,483
1,970
1,457
1,304
1,250
1,211
1,255
834
1,656
1,335
1,773
1,311
1,174
1,125
53.2
8.3
3,520
3,168
52.3
9.4
1,216
1,094
63.9
51.6
67.5
57.2
9.2
7.8
9.2
9.3
1,246
2,140
1,223
1,353
1,121
1,926
1,218
56.3
67.8
9.1
9.1
1,792
1,413
1,613
1,272
52.9
7.6
1,734
1,561
47.8
54.5
48.0
49.6
53.8
60.3
57.4
7.5
7.2
7.5
8.0
7.9
7.4
9.0
1,820
2,000
1,456
3,080
2,790
2,150
2,450
50.4
55.2
8.9
8.5
1,297
1,890
1,167
1,701
58.8
52.7
9.2
7.8
1,920
3,260
1,728
2,934
1,800
2,772
2,511
2,205
40
45
80
170
170
80
120
1,000
650
466
240
6
45
55
170
63
80
120
678
650
466
240
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
(ft)
En
ter
s
ft)
3,080
3,041
3,050
3,190
3,175
3,174
3,261
3,122
2,264
2,248
2,220
2,244
2,314
2,252
2,566
2,410
2,276
2,269
2,438
2,586
2,265
2,466
2,475
2,472
2,421
2,540
2,460
2,446
2,421
2,503
2,521
2,588
2,546
2,608
2,609
2,613
2,610
2,523
2,535
2,560
2,520
2,563
2,379
2,499
2,436
2,518
2,518
2,490
2,350
2,350
2,370
2,450
2,510
2,610
2,550
2,510
2,510
2,500
2,530
2,650
2,690
2,610
2,610
2,650
2,820
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
FHHC
DHU
FHHC
FHHC
FHHC
SHU
SHU
SHU
FHHC
SHU
SHU
FHHC
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
FHHC
FHHC
SHU
FHHC
SHU
SHU
FHHC
DHU
DHU
DHU
SHU
SHU
SHU
SHU
DHU
FHHC
FHHC
SHU
SHU
FHHC
FHHC
FHHC
SHU
SHU
SW
LE
10N 60E 16 CCAB
10N 60E 21 BAAC
10N 60E 22 BDCA
10N 60E 34 CDDD
10N 61E 05 BAAA
10N 61E 05 BAAD
10N 61E 20 ABAD
10N 61E 30 DDDA
11N 49E 24 BDDD
11N 49E 25 ADBA
11N 50E 03 CBBB
11N 50E 05 ADBC
11N 50E 07 DCAC
11N 50E 10 BACB
11N 50E 12 AAAA
11N 50E 12 BDCC
11N 50E 13 CAAB
11N 50E 16 CCDB
11N 50E 22 CBBA
11N 50E 28 DCDC
11N 50E 30 DADC
11N 50E 31 DDAB
11N 50E 32 ADCA
11N 50E 32 ADDD
11N 50E 33 CAAB
11N 50E 33 CACA
11N 50E 33 DADD
11N 50E 33 DBCD
11N 50E 33 DBDB
11N 51E 08 ACDB
11N 51E 08 BBBD
11N 51E 09 DADD
11N 51E 15 CBCC
11N 51E 21 CDDD
11N 51E 25 BCCA
11N 51E 26 CBBC
11N 52E 09 CDBC
11N 52E 10 DDBA
11N 52E 15 ADBC
11N 52E 23 CCDB
11N 52E 26 ACAA
11N 52E 35 ABBC
11N 53E 01 CCAC
11N 53E 31 AADA
11N 53E 33 BDBD
11N 53E 35 BABA
11N 54E 20 ABBC
11N 54E 28 CCAC
11N 54E 30 DDAD
11N 54E 32 ABBC
11N 54E 33 CBBD
11N 55E 02 ABCA
11N 55E 14 BBBB
11N 56E 13 BBCD
11N 56E 14 BCDA
11N 56E 20 BCCA
11N 56E 21 ACDC
11N 56E 23 CCCC
11N 56E 29 BBBD
11N 57E 07 CDAA
11N 57E 21 CBAC
11N 57E 28 DCCB
11N 57E 32 BBBD
11N 57E 32 DCCD
11N 58E 02 DBAB
SW
LD
ep
th
M:23754
M:151411
M:122405
M:23765
M:23772
M:23771
M:23780
M:120964
M:700012
M:700014
M:24069
M:700015
M:149428
M:149348
M:24074
M:149469
M:149431
M:131101
M:149468
M:149467
M:149349
M:149465
M:149466
M:24096
M:149461
M:149462
M:149464
M:149463
M:149298
M:24102
M:24101
M:24104
M:24109
M:24111
M:24114
M:24115
M:24122
M:24123
M:24124
M:24128
M:24129
M:24136
M:24139
M:24148
M:700019
M:24150
M:24162*
M:24164
M:1780
M:24168
M:24170
M:700028
M:151971
M:24198
M:24199
M:24203
M:24202
M:24207
M:24209
M:24218
M:1784
M:24229
M:1786*
M:24234
M:24236
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-6
44.85
17.85
18.97
68.41
3,035
3,023
3,031
3,122
70.71
99.83
381.78
3,103
3,161
2,740
-40.36
2,288
-3.28
2,247
600
148
600
128
-30.07
2,282
620
557
-60.17
2,329
650
650
-55.59
2,321
801
740
750
84
150
130
80
144
20
180
80
169
1,003
22
11
870
960
11
998
10
135
1,080
710
670
420
98
30
139
162
400
1,165
882
30
190
710
920
980
140
172
750
66
150
130
80
123
20
140
41
145
850
22
11
776
870
11
998
10
135
1,080
710
635
420
98
30
79
78
400
1,165
609
30
190
710
812
840
140
148
76.96
115.14
11.01
65.17
3.40
2,344
2,493
2,598
2,548
2,517
0.23
4.16
86.23
61.60
-63.14
-62.06
-18.17
51.55
17.95
71.25
2,436
2,514
2,432
2,428
2,413
2,412
2,388
2,398
2,492
2,539
42.78
9.95
4.91
5.92
140.91
132.28
61.91
60.31
48.88
149.72
2,467
2,500
2,495
2,524
2,509
2,558
2,548
2,550
2,601
2,670
50.7
7.4
2,800
2,520
52.9
48.9
9.1
7.6
2,646
766
2,381
689
49.8
64.6
56.5
56.7
49.5
54.9
59.0
54.0
53.6
54.3
55.4
53.8
53.2
54.7
56.3
56.5
52.2
58.8
56.8
53.2
55.4
54.3
53.6
53.2
6.7
8.8
9.3
9.4
9.2
9.4
9.3
9.1
7.7
7.2
7.9
9.3
7.5
7.6
9.2
7.6
7.3
9.2
7.4
7.5
7.5
7.7
9.2
7.9
1,226
2,540
1,306
1,179
1,430
1,206
1,179
1,237
546
518
661
1,184
428
427
1,188
389
470
1,184
464
615
380
498
1,177
395
53.1
51.1
7.9
8.3
404
457
364
411
47.3
61.3
49.6
7.9
9.0
7.7
1,927
1,408
2,640
1,734
53.4
45.1
53.2
59.5
61.3
60.8
9.2
7.6
7.3
9.1
8.8
7.3
1,592
2,800
1,433
2,520
1,365
1,824
2,970
1,229
1,642
2,673
61.5
60.1
59.5
55.0
9.2
9.1
9.1
9.2
1,382
1,298
1,363
1,698
1,244
51.4
7.8
3,700
3,330
3,330
2,997
58.1
54.7
58.3
9.1
8.1
8.2
1,510
2,190
2,510
1,359
1,971
2,259
56.1
6.8
2,860
2,574
57.2
8.7
1,837
52.3
7.4
2,500
2,286
1,175
1,061
1,287
1,085
1,061
1,113
491
466
595
1,066
385
384
350
423
1,066
418
554
342
448
1,059
356
2,376
1,227
2,250
M:24237
M:24239
M:151656
M:24245
M:151970
M:24257
M:700954
M:128516
M:24301
M:122902
M:1790
M:24322
M:149345
M:24621
M:24624
M:143559
M:143561
M:24622
M:24646
M:152669
M:24659
M:24689
M:139793*
M:143794
M:148500*
M:24754
M:24753
M:148627
M:24755*
M:148619
M:151496
M:24757
M:151281
M:700057
M:24770
M:700059
M:24777
M:148620
M:24779
M:151277
M:24780
M:149901
M:149886
M:24798
M:149900
M:24809
M:151481
M:24820
M:151495
M:151487
M:1810
M:143791*
M:1811*
M:151993
M:24862*
M:24866
M:151497
M:700080*
M:151975
M:133036*
M:24882*
M:136636*
M:24886
M:24888
M:136642*
11N 58E 05 ACBC
11N 58E 11 ACAD
11N 58E 22 DBBC
11N 58E 28 ADDD
11N 59E 11 BADD
11N 59E 14 DDCB
11N 59E 29 DBAB
11N 60E 09 CBDB
11N 60E 33 DADD
11N 60E 34 CBCB
11N 61E 06 DDAC
11N 61E 09 DBAB
12N 49E 36 CAAD
12N 50E 13 DBBB
12N 50E 22 AABB
12N 51E 02 BBCA
12N 51E 03 AAAA
12N 51E 15 CBBD
12N 51E 15 CBDB
12N 51E 16 CAAC
12N 51E 16 DBDA
12N 51E 16 DCBD
12N 51E 16 DCDC
12N 51E 21 DACD
12N 51E 21 DADD
12N 51E 24 BBCA
12N 51E 24 BBCD
12N 51E 25 ABDC
12N 51E 27 BBCC
12N 51E 28 ACAD
12N 52E 01 ABBB
12N 52E 01 ABBB
12N 52E 01 DBCC
12N 52E 06 BAAA
12N 52E 19 DCCB
12N 52E 23 DBDA
12N 52E 27 CCBD
12N 52E 29 BAAD
12N 52E 30 ABBB
12N 52E 30 ADDD
12N 52E 31 BABA
12N 53E 20 ADAA
12N 53E 20 ADAA
12N 53E 21 BDDB
12N 53E 26 DDAD
12N 54E 01 BABB
12N 54E 01 BBAD
12N 54E 08 BCCA
12N 54E 11 BACA
12N 54E 26 DCCD
12N 55E 16 DBBB
12N 55E 18 CDAA
12N 55E 20 DCCD
12N 55E 22 BCBD
12N 55E 25 CDCC
12N 55E 26 ABDA
12N 55E 26 BBBA
12N 55E 27 BDAA
12N 56E 08 BBDB
12N 56E 23 CCDA
12N 56E 23 DCCA
12N 56E 24 CABD
12N 56E 29 ACBA
12N 56E 32 BCDB
12N 56E 34 DAAC
FHHC
SHU
FHHC
FHHC
SHU
DHU
DHU
SHU
SHU
DHU
FHHC
DHU
FHHC
FHHC
FHHC
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
FHHC
DHU
FHHC
SHU
SHU
SHU
UNK
SHU
SHU
FHHC
SHU
DHU
FHHC
SHU
SHU
FHHC
SHU
FHHC
SHU
FHHC
SHU
FHHC
SHU
FHHC
FHHC
DHU
FHHC
FHHC
FHHC
SHU
FHHC
FHHC
80
220
76
56
90
300
536
200
25
560
940
460
60
170
76
56
90
240
536
160
2
499
800
425
616
488
13
17
30
706
29
736
25
27
17
39
529
57
584
488
3
7
30
706
29
680
21
27
17
34
500
48
90
109
900
35
95
70
109
900
32
95
300
800
110
125
150
300
800
85
125
150
170
95
1,190
117
260
1,020
12
151
1,140
39
920
63
1,187
21
1,275
66
1,200
1,000
360
1,449
1,195
1,450
125
1,180
1,467
170
95
1,190
97
260
888
12
109
1,140
39
920
63
1,187
21
1,275
46
1,200
1,000
360
1,100
985
1,450
125
960
1,467
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,673
2,828
2,778
2,734
2,940
2,990
3,190
3,100
3,070
3,090
3,050
3,050
2,316
2,200
2,222
2,239
2,245
2,245
2,245
2,242
2,250
2,252
2,250
2,275
2,270
2,268
2,268
2,422
2,303
2,320
2,222
2,222
2,263
2,228
2,551
2,220
2,440
2,552
2,551
2,545
2,542
2,521
2,521
2,482
2,614
2,239
2,243
2,419
2,330
2,451
2,319
2,491
2,477
2,337
2,442
2,381
2,363
2,355
2,585
2,672
2,715
2,654
2,498
2,522
2,710
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-7
71.73
159.11
56.16
21.07
14.42
67.69
2,601
2,669
2,722
2,713
2,926
2,922
72.39
9.98
327.43
3,028
3,060
2,763
287.99
-37.96
-50.61
-80.39
4.72
3.68
2,762
2,354
2,251
2,302
2,234
2,241
-28.31
9.81
-22.59
2,273
2,232
2,273
16.24
2,234
33.21
2,237
8.71
2,259
65.36
72.44
-65.41
29.50
2,238
2,248
2,287
2,193
-60.57
2,289
-63.06
2,283
105.72
2,446
65.90
187.20
41.82
227.04
-52.00
6.44
44.81
-3.37
26.84
-39.08
43.59
79.17
19.68
43.64
9.32
-65.68
-16.18
270.49
235.46
267.38
133.21
46.39
2,455
2,334
2,440
2,387
2,291
2,237
2,374
2,333
2,424
2,358
2,447
2,398
2,317
2,398
2,372
2,429
2,371
2,315
2,437
2,448
2,521
2,452
267.61
2,442
52.9
53.1
53.4
8.9
8.7
8.0
1,980
3,200
2,000
2,880
1,800
47.1
47.8
58.3
7.8
9.3
9.3
5,550
3,010
1,710
4,995
2,709
1,539
47.5
56.3
58.1
56.8
57.7
57.7
56.5
59.9
7.9
9.0
9.0
8.9
9.2
9.0
9.4
7.4
4,330
2,220
2,280
2,180
1,190
1,320
1,355
4,260
3,897
1,998
51.4
51.3
50.9
54.5
51.6
7.4
9.0
7.3
9.2
9.1
2,340
1,470
1,303
1,330
1,220
2,106
57.9
59.5
7.4
9.1
1,146
1,270
1,143
50.4
7.9
581
523
63.0
54.7
53.1
58.3
9.1
7.3
7.6
9.4
1,377
1,388
970
1,427
1,239
1,249
873
1,284
56.5
49.1
53.1
9.0
7.9
8.1
1,492
537
832
1,343
57.9
52.3
9.4
8.8
1,344
1,768
1,210
1,591
62.2
54.5
51.1
59.4
50.0
60.1
9.1
7.6
7.7
9.3
6.9
9.3
1,460
1,314
774
1,420
3,380
1,540
697
1,278
3,042
48.9
7.4
4,690
4,221
57.4
61.9
54.1
9.4
9.0
7.7
1,570
1,580
3,000
1,413
1,422
2,700
48.7
66.0
7.6
9.1
3,580
1,630
3,222
1,467
1,962
1,071
1,188
1,220
3,834
1,173
1,098
749
M:24896
M:24899
M:24901
M:24903*
M:138133*
M:24909
M:24927
M:24931
M:142658
M:24941
M:151657
M:1817
M:25010
M:25013
M:131103
M:148616
M:700101
M:700102
M:25344
M:700104
M:25346
M:700111
M:149452
M:151288
M:700113
M:25355
M:25358
M:700115
M:25359
M:25363
M:1843
M:25365
M:149570
M:149619
M:25367
M:1844
M:149623
M:149624
M:149660
M:137279*
M:151994*
M:132902*
M:1845*
M:1846*
M:143577
M:143588
M:1848
M:25385
M:140757
M:25399
M:151280
M:25443
M:702103
M:25444
M:136361*
M:126522*
M:149888
M:1854
M:25485
M:25492
M:25506
M:702004
M:25502
M:25503
M:25504
12N 58E 04 DBBA
12N 58E 12 BDCC
12N 58E 16 AACB
12N 58E 19 DACB
12N 58E 19 DACB
12N 58E 34 BBDC
12N 59E 14 ADAC
12N 59E 19 BADA
12N 59E 23 DAAC
12N 59E 32 AADA
12N 60E 03 DAAA
12N 60E 18 ACCC
12N 60E 36 CACA
12N 61E 09 CBCC
12N 61E 33 DCBA
13N 45E 06 ADCC
13N 47E 02 BCCC
13N 47E 03 CABB
13N 47E 05 BADC
13N 47E 07 ABBD
13N 47E 15 CABC
13N 48E 08 DCAA
13N 48E 11 ADAD
13N 48E 11 CCCB
13N 48E 20 CDDC
13N 48E 22 AAAC
13N 48E 29 CBCA
13N 48E 33 BBBC
13N 49E 02 CCDB
13N 49E 18 DBAD
13N 49E 18 DBAD
13N 49E 29 AADD
13N 50E 01 CBCA
13N 50E 05 BCAC
13N 50E 09 CCAD
13N 50E 10 CDDC
13N 50E 12 CDCD
13N 50E 29 ABBD
13N 50E 36 DABD
13N 51E 31 ABDD
13N 51E 31 BCDA
13N 51E 31 BCDD
13N 51E 31 BCDD
13N 51E 31 BDCB
13N 51E 32 BCCD
13N 51E 33 CDDA
13N 52E 05 CACA
13N 52E 14 ABAA
13N 52E 25 BDAC
13N 52E 33 CAAB
13N 52E 36 ADDB
13N 53E 02 CCAB
13N 53E 02 DDCD
13N 53E 04 CBAC
13N 53E 15 BCCC
13N 53E 18 ABAA
13N 53E 19 CBBC
13N 53E 30 DABC
13N 53E 35 BBCB
13N 54E 30 ACCC
13N 54E 34 CCDB
13N 55E 23 DBBB
13N 55E 25 DDAD
13N 55E 27 CACB
13N 55E 30 DBBA
FHHC
SHU
DHU
FHHC
FHHC
FHHC
SHU
SHU
FHHC
FHHC
FHHC
SHU
FHHC
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
UNK
UNK
DHU
SHU
DHU
SHU
SHU
SHU
SHU
UNK
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
DHU
FHHC
SHU
SHU
SHU
SHU
FHHC
FHHC
SHU
SHU
SHU
FHHC
SHU
SHU
FHHC
FHHC
SHU
SHU
FHHC
FHHC
SHU
DHU
FHHC
480
140
360
100
420
108
335
80
160
60
126
710
650
900
160
900
280
55
170
120
60
126
636
650
900
160
820
216
35
170
90
160
230
90
355
36
160
194
90
355
360
205
260
80
149
102
104
245
120
62
18
60
69
136
104
28
130
98
18
118
565
340
973
13
90
177
80
611
650
21
94
43
1,294
35
60
980
780
113
131
994
290
96
283
1,180
69
122
12
28
130
98
6
118
440
243
778
3
90
105
30
611
650
21
72
43
875
35
51
980
610
113
110
893
290
96
221
1,180
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,842
2,821
2,822
2,638
2,638
2,711
2,901
2,975
2,922
3,123
2,935
2,830
2,995
2,964
2,931
2,718
2,941
2,985
3,060
3,159
3,070
2,740
2,665
2,699
2,812
2,760
2,898
2,860
2,641
2,620
2,620
2,633
2,533
2,527
2,456
2,450
2,460
2,491
2,390
2,285
2,342
2,342
2,343
2,341
2,273
2,282
2,501
2,390
2,141
2,175
2,158
2,241
2,210
2,310
2,170
2,310
2,225
2,171
2,511
2,504
2,228
2,659
2,470
2,490
2,360
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-8
270.45
21.18
230.93
23.35
23.58
79.02
31.14
105.34
327.00
487.91
379.15
31.01
402.68
140.90
13.58
11.26
20.37
7.36
42.23
2,572
2,800
2,591
2,615
2,614
2,632
2,870
2,870
2,595
2,635
2,556
2,799
2,592
2,823
2,917
2,707
2,921
2,978
3,018
192.14
11.32
2,878
2,729
60.4
9.1
1,970
1,773
48.7
51.6
59.0
59.7
59.5
48.7
61.2
51.6
48.2
49.1
47.7
7.3
7.9
8.7
9.1
9.5
7.7
9.0
7.9
7.4
8.6
7.5
2,280
3,450
2,610
1,798
1,876
3,140
1,867
2,580
1,554
3,050
714
47.7
7.1
2,310
2,079
53.8
43.9
51.1
8.5
7.9
8.8
2,260
2,570
1,852
2,034
50.0
8.1
3,240
2,916
49.3
53.2
7.8
7.6
2,470
4,090
2,223
3,681
50.0
50.0
57.2
7.6
8.4
8.3
4,760
4,520
2,690
4,284
4,068
2,421
49.8
7.7
2,300
2,070
57.6
38.3
8.7
4,080
4,570
4,113
3,105
1,688
1,680
1,399
2,745
643
1,667
214.10
2,646
16.98
58.95
64.22
2,603
2,561
2,569
28.91
18.66
28.33
18.27
59.43
27.34
4.78
61.30
2,498
2,437
2,422
2,442
2,432
2,363
2,280
2,281
107.00
34.70
6.47
46.88
103.89
29.51
-71.19
-12.56
12.52
2,236
2,306
2,266
2,235
2,397
2,360
2,212
2,188
2,145
56.7
61.9
8.3
9.0
2,120
1,240
51.3
50.9
54.0
58.3
49.8
6.9
7.8
7.6
9.1
7.9
2,730
896
1,180
1,469
1,729
1,322
1,556
29.39
6.11
14.73
47.30
-56.39
-108.76
106.20
105.38
-81.61
251.16
41.88
205.62
38.37
2,181
2,304
2,155
2,263
2,281
2,280
2,405
2,399
2,310
2,408
2,428
2,284
2,322
53.4
7.4
8.9
1,374
1,314
1,183
60.8
61.5
52.7
51.6
60.6
9.2
9.2
7.9
7.7
9.3
1,290
1,392
810
642
1,480
1,161
50.4
8.6
2,740
2,466
63.3
9.1
1,510
1,359
806
578
1,332
M:702109
M:25509
M:702112
M:151748
M:25521
M:25539
M:25543
M:25542
M:151995
M:1857
M:25556
M:1858
M:25583
M:25591
M:1859
M:700963
M:26153
M:26154
M:26157
M:26158
M:1895
M:26165
M:26166
M:152670
M:26169
M:148629
M:700155
M:152672
M:700156
M:700158
M:700157
M:149478
M:700161
M:26174
M:26175
M:106213
M:26176
M:26178
M:700162
M:26181
M:152671
M:148628
M:26185
M:26186
M:1896
M:149451
M:130089
M:132904*
M:26191
M:1897
M:26193
M:26194
M:149626
M:149629
M:149668
M:148630
M:143792
M:143793
M:149666
M:149664
M:1898
M:26201
M:149662
M:26204
M:26226
13N 56E 01 BDAD
13N 56E 02 ACAA
13N 56E 02 BBDD
13N 57E 20 BBDD
13N 57E 21 CDCB
13N 58E 32 CACC
13N 59E 01 ABBB
13N 59E 01 BAAA
13N 59E 10 CCDA
13N 59E 10 DAAA
13N 59E 13 BCBB
13N 59E 29 AAAA
13N 59E 32 BDAC
13N 60E 02 DAAB
13N 60E 06 CBBB
13N 60E 24 BBCD
14N 45E 01 DBCD
14N 46E 06 ADBA
14N 46E 19 ADDC
14N 46E 19 DBAB
14N 47E 04 ADCC
14N 47E 05 CCBA
14N 47E 08 BDDC
14N 47E 14 DDAC
14N 47E 14 DDAC
14N 47E 15 DDDA
14N 47E 17 AADB
14N 47E 20 CBAD
14N 47E 20 CBDB
14N 47E 20 DCCB
14N 47E 20 DDCC
14N 47E 28 BBBA
14N 47E 32 CCBC
14N 47E 33 CCBD
14N 47E 35 ADDD
14N 48E 01 BDAB
14N 48E 01 BDDA
14N 48E 05 CACD
14N 48E 08 BCCD
14N 48E 18 AABD
14N 48E 19 CDCA
14N 48E 26 AADB
14N 48E 29 DACB
14N 48E 32 AAAA
14N 48E 33 ABBC
14N 48E 34 DCAB
14N 49E 11 DBCC
14N 49E 21 AAAA
14N 49E 25 DDCD
14N 49E 28 ADAC
14N 49E 35 ABDC
14N 49E 36 CACA
14N 50E 04 DBCB
14N 50E 08 ABCA
14N 50E 10 DCBB
14N 50E 20 DDCB
14N 50E 24 DDCD
14N 50E 24 DDCD
14N 50E 27 BCAB
14N 50E 28 BDDB
14N 50E 29 DBCD
14N 50E 34 AAAB
14N 50E 36 BADC
14N 51E 03 AAAD
14N 52E 02 AAAA
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
SHU
FHHC
SHU
FHHC
FHHC
DHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
UNK
SHU
DHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,684
2,680
2,684
2,700
2,518
2,683
2,737
2,738
2,872
2,791
2,765
3,103
2,943
2,840
2,739
2,790
2,901
2,922
3,003
3,060
2,999
2,979
3,000
2,835
2,835
2,880
3,040
3,001
3,001
3,002
2,978
2,962
3,040
2,998
2,861
2,817
2,800
3,076
2,997
2,907
2,822
2,712
2,780
2,748
2,722
2,800
2,722
2,702
2,590
2,693
2,695
2,680
2,756
2,703
2,657
2,640
2,790
2,790
2,555
2,635
2,700
2,520
2,620
2,680
2,801
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-9
221
243
260
195
65
180
95
900
31
980
960
400
68
1,086
80
180
196
280
210
170
146
205
98
84
80
160
228
22
12
140
30
12
12
88
130
380
164
196
213
152
144
80
64
45
69
221
218
260
195
65
140
95
900
31
980
715
300
45
1,008
80
180
136
180
126
130
116
189
88
84
80
160
228
22
12
140
30
12
12
75
108
290
132
176
201
134
144
80
40
45
33
180.51
183.99
2,503
2,496
54.3
7.3
606
545
165.83
48.18
130.86
35.87
310.99
23.84
320.07
294.78
118.84
46.53
2,534
2,535
2,552
2,701
2,427
2,848
2,471
2,470
2,984
2,896
52.0
50.0
50.9
50.0
58.6
7.6
7.6
9.0
7.3
9.1
991
1,740
2,360
1,380
2,040
892
1,566
2,124
1,242
1,836
59.9
61.0
50.9
9.1
9.2
7.6
2,020
1,870
3,450
1,683
13.15
22.86
93.79
2,726
2,767
2,807
60.6
48.9
49.5
9.0
8.0
8.0
2,160
2,460
1,420
1,278
50.0
8.1
2,340
2,106
50.0
47.7
47.5
50.5
7.5
7.6
7.5
7.3
2,074
3,050
2,020
2,760
2,745
1,818
2,484
49.1
49.6
51.8
40.1
48.2
9.0
7.8
6.7
7.7
7.9
2,500
2,750
2,240
2,180
2,620
2,250
2,475
2,016
1,962
2,358
42.4
43.3
47.3
48.6
49.8
7.6
7.6
7.4
8.5
7.8
1,628
1,085
1,304
2,160
2,750
1,465
977
1,174
1,944
2,475
48.9
48.7
48.2
7.2
7.6
7.8
1,303
1,259
1,047
1,173
1,133
942
90.02
60.33
31.17
2,732
2,652
2,749
57.6
51.4
8.8
7.4
3,230
1,024
2,907
922
20
440
55
55
240
232
13
440
55
40
200
114
10.45
120.72
2,712
2,581
44.6
7.9
1,434
1,291
2,649
46.9
49.8
48.6
48.4
52.0
50.4
7.8
7.4
7.7
8.7
9.5
8.1
1,598
616
6,860
5,060
1,858
5,230
1,438
43.66
6,174
4,554
1,672
4,707
49.5
8.9
2,050
1,845
54.5
7.0
2,910
55.8
7.9
51.8
8.8
3,200
2,880
49.3
7.7
455
410
22
120
188
400
85
125
276
92
22
120
188
120
85
125
235
72
105
100
65
87
133.26
34.12
36.00
2,927
2,801
2,799
8.00
8.40
2,993
2,993
19.50
2,959
156.51
1,944
2,660
166.35
92.40
8.02
2,590
2,611
2,649
102.56
104.47
25.61
69.74
2,687
2,686
2,529
2,565
107.82
28.05
45.62
2,512
2,652
2,755
M:702156
M:702116
M:151279
M:702117
M:26255
M:26265
M:26264
M:26266
M:26283
M:26291
M:152202
M:144620
M:152201
M:702197
M:26310
M:702211
M:26319
M:144392
M:144619
M:26325
M:702142
M:26332
M:152200
M:702164
M:702132
M:151749
M:702119
M:26346
M:26348
M:26356
M:26358
M:26374
M:151972
M:26419
M:26428
M:26437
M:700977
M:26463
M:136678*
M:26495
M:127943
M:143800
M:143801
M:151271
M:151270
M:132669
M:27503
M:132714
M:132726
M:132715
M:700171
M:148621
M:151283
M:27511
M:143790*
M:27515
M:27516
M:149369
M:27519
M:149285
M:27520
M:27523
M:700177
M:27508
M:130097
14N 52E 18 CCAB
14N 52E 34 DBCD
14N 52E 34 DBCD
14N 52E 34 DBCD
14N 53E 11 CDAA
14N 53E 29 DBCC
14N 53E 29 DBCC
14N 53E 29 DBCC
14N 54E 18 BCCA
14N 54E 22 BDDD
14N 54E 30 CBCD
14N 54E 34 DAD
14N 55E 04 CDDB
14N 55E 04 DCBD
14N 55E 05 CBBC
14N 55E 06 BBBB
14N 55E 29 ACDC
14N 55E 31 CBBB
14N 55E 31 CBBB
14N 56E 17 BDDC
14N 56E 21 ABAD
14N 57E 03 DBCA
14N 57E 09 BADA
14N 57E 15 BCBB
14N 57E 21 ACCC
14N 57E 26 CDCB
14N 57E 33 BDCC
14N 58E 11 CBAA
14N 58E 22 AACC
14N 59E 02 BCBD
14N 59E 03 DCDC
14N 59E 10 BBAB
14N 59E 18 BCAB
14N 59E 27 DAAA
14N 59E 33 ADAD
14N 60E 02 CCCA
14N 60E 02 CCCC
14N 60E 10 AAAA
14N 60E 26 BAA
14N 60E 29 ABCC
14N 60E 30 BBBA
14N 61E 06 CCAA
14N 61E 06 CCAA
15N 45E 04 CDAB
15N 45E 04 CDAB
15N 45E 05 DBDB
15N 45E 10 DCDC
15N 45E 14 DACD
15N 45E 14 DACD
15N 45E 14 DACD
15N 45E 24 CDDA
15N 45E 27 BDDB
15N 45E 34 DCAD
15N 46E 03 BDAA
15N 46E 04 BBBC
15N 46E 12 BBAC
15N 46E 12 BBAC
15N 46E 16 BDDA
15N 46E 17 CCBD
15N 46E 18 CDBD
15N 46E 19 CBDA
15N 46E 23 ABAA
15N 46E 24 DDAB
15N 46E 31 BBBB
15N 46E 33 BDAB
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
FHHC
SHU
UNK
SHU
SHU
SHU
SHU
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
SHU
FHHC
FHHC
FHHC
FHHC
SHU
DHU
SHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
UNK
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
134
19
60
200
35
200
260
80
50
1,100
110
134
19
60
200
14
200
93
80
50
960
110
119.93
17.75
23.50
125.34
18
40
31
18
40
19
570
1,010
1,010
248
66
85
22
101
199
165
104
128
253
159
160
1,000
81
120
10
240
180
40
114
106
260
155
124
160
98
55
180
160
84
180
69
570
1,010
1,010
240
66
65
22
101
199
165
104
128
213
103
160
1,000
81
120
10
240
180
40
108
106
245
155
124
160
98
25
120
126
25
110
69
68
164
181
89
110
122
54
138
273
380
140
207
28
164
125
69
110
55
54
68
150
360
105
167
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,903
2,622
2,622
2,622
2,494
2,580
2,580
2,580
2,510
2,182
2,298
2,145
2,080
2,096
2,130
2,175
2,160
2,210
2,205
2,540
2,415
2,347
2,324
2,379
2,481
2,462
2,538
2,680
2,639
2,740
2,751
2,783
2,794
2,798
2,860
2,768
2,757
2,735
2,804
2,775
2,758
2,739
2,739
2,707
2,707
2,702
2,728
2,764
2,764
2,764
2,802
2,943
2,844
2,842
2,895
2,945
2,945
2,940
2,819
2,782
2,825
3,070
3,192
2,870
2,938
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-10
2,783
2,604
2,599
2,497
52.5
7.1
749
674
185.38
2,395
55.9
7.5
468
-65.90
2,248
51.1
64.2
51.3
7.8
9.0
9.3
1,403
1,390
1,283
1,251
1,155
11.12
26.25
18.81
20.17
20.94
2,069
2,070
2,111
2,155
2,139
52.2
7.5
2,590
2,331
50.9
7.5
1,433
1,290
65.8
65.8
9.3
9.3
1,255
1,255
1,130
50.7
54.7
8.1
8.3
3,090
1,678
2,781
1,510
49.1
8.8
2,140
1,926
59.0
9.1
1,980
1,782
53.2
54.7
46.0
8.6
8.6
7.7
3,090
3,090
3,130
2,781
2,781
2,817
49.1
51.8
7.4
8.7
2,300
2,190
2,070
48.7
8.6
2,780
2,502
49.6
52.0
63.5
8.7
6.9
7.1
2,310
2,079
53.2
51.6
8.4
7.2
3,700
3,740
3,330
3,366
48.9
7.3
2,490
2,241
49.3
8.4
2,480
2,232
50.0
48.0
7.4
7.8
2,780
2,310
2,502
2,079
201.17
57.06
37.47
16.80
64.96
141.90
89.91
80.61
66.92
112.87
79.48
88.84
2,339
2,358
2,310
2,307
2,314
2,339
2,372
2,457
2,613
2,526
2,661
2,662
82.50
83.75
7.68
152.29
125.69
10.12
41.98
37.02
48.57
51.14
47.47
44.50
35.58
28.76
66.69
25.55
24.69
25.88
39.44
195.94
2,712
2,714
2,852
2,616
2,631
2,725
2,762
2,738
2,709
2,688
2,692
2,663
2,671
2,673
2,661
2,738
2,739
2,738
2,763
2,747
25.15
110.10
65.20
39.31
80.79
2,817
2,785
2,880
2,906
2,859
35.34
2,747
162.06
2,908
3,200
207
89
1,200
76
300
151
89
220
12
52
35
44
110
67
80
257
148
157
160
58
42
40
45
151
140
420
50
55
56
116
25
40
261
70
35
121
110
98
180
67
50
212
40
40
266
190
170
144
35
31
88
93
160
163
158
34
317
193
207
69
1,200
54
102
130
89
190
12
32
35
22
110
67
80
190
119
157
160
58
40
10
45
51
140
135
30
55
56
116
25
40
221
50
35
104
96
15
35
15
38
186
40
40
224
170
170
144
35
31
77
88
80
152
138
22
317
193
68
116
120
221
41
58
116
100
221
41
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
(ft)
En
ter
s
ft)
3,070
3,040
2,947
3,122
3,015
3,082
3,082
3,209
3,239
3,239
3,197
3,219
3,203
3,152
3,158
3,212
3,000
2,955
3,360
3,139
2,895
3,038
3,055
3,127
3,127
3,139
2,979
2,945
2,950
2,940
2,890
2,901
2,949
2,960
2,941
3,057
2,960
2,920
2,885
2,883
2,857
2,935
2,830
2,835
2,862
2,807
2,810
2,859
2,850
2,845
2,671
2,720
2,790
2,802
2,804
2,828
2,608
2,608
2,608
2,550
2,540
2,530
2,515
2,540
2,467
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SW
LE
15N 47E 01 DDDD
15N 47E 02 BBBC
15N 47E 05 CBBA
15N 47E 11 ABBC
15N 47E 18 BACD
15N 47E 18 DABA
15N 47E 18 DABA
15N 47E 19 DACB
15N 48E 04 CABB
15N 48E 04 CABB
15N 48E 04 CDDD
15N 48E 08 ADBB
15N 48E 10 ADAD
15N 48E 10 CDCB
15N 48E 15 ACBC
15N 48E 17 DACB
15N 48E 24 BBAD
15N 48E 24 CABD
15N 48E 30 CDBB
15N 48E 31 CABC
15N 48E 34 DBCB
15N 49E 13 CBBD
15N 49E 14 AADC
15N 49E 14 BCAA
15N 49E 14 BCAA
15N 49E 14 BCAC
15N 49E 18 CBBD
15N 49E 21 CABA
15N 49E 21 CACC
15N 49E 22 CBCC
15N 49E 28 ACAB
15N 49E 28 ACBA
15N 49E 28 BDAC
15N 50E 03 BBBC
15N 50E 03 BCBA
15N 50E 17 CAAA
15N 50E 19 BBBA
15N 50E 19 DBCB
15N 50E 19 DDAB
15N 50E 20 CCDA
15N 50E 23 AACC
15N 50E 23 CDDD
15N 50E 24 BABC
15N 50E 24 BBAA
15N 50E 25 ABAD
15N 50E 31 DDDD
15N 50E 32 CDBA
15N 51E 05 DCBD
15N 51E 06 ACCD
15N 51E 06 ACCD
15N 51E 34 ABCA
15N 52E 04 BCCB
15N 52E 09 BAAA
15N 52E 17 DDBD
15N 52E 18 ADBB
15N 52E 35 BBCD
15N 53E 12 ABAB
15N 53E 12 ABAB
15N 53E 12 ABAB
15N 53E 25 DAAB
15N 53E 25 DABD
15N 53E 25 DACD
15N 53E 26 CABC
15N 53E 26 DABC
15N 53E 34 AABA
SW
LD
ep
th
M:27530
M:27531
M:27533
M:27539
M:27545
M:27542
M:151285
M:27546
M:27555
M:145264
M:27556
M:27560
M:27563
M:27562
M:151278
M:27570
M:27574
M:151275
M:143945
M:151274
M:27575
M:27579
M:149280
M:27581
M:152194
M:27580
M:27582
M:27583
M:152673
M:27585
M:27552
M:27587
M:27589
M:145265
M:149289
M:1990
M:27607
M:27608
M:131737
M:138949
M:27611
M:700179
M:27612
M:27613
M:27615
M:27620
M:149284
M:27627
M:27630
M:27629
M:27650
M:27655
M:27663
M:27670
M:27671
M:27686
M:136679*
M:136680*
M:138227
M:130335
M:148598
M:130336
M:143804*
M:143803*
M:138225
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-11
19.91
58.41
3,050
2,982
22.89
99.31
89.98
80.63
134.33
4.22
7.04
6.29
13.79
3,099
2,916
2,992
3,001
3,075
3,235
3,232
3,191
3,205
40.09
3,112
137.79
31.07
101.86
3,074
2,969
2,853
40.78
16.95
13.39
13.87
73.50
94.37
91.46
17.56
28.17
44.08
3,098
2,878
3,025
3,041
3,054
3,033
3,048
2,961
2,917
2,906
21.85
2,879
27.07
19.25
80.95
35.82
10.88
16.33
6.95
25.64
91.60
2,933
2,922
2,976
2,924
2,909
2,869
2,876
2,831
2,843
14.87
2,820
109.38
135.44
82.05
7.06
7.57
35.21
34.50
66.58
136.08
116.12
19.28
133.05
82.13
80.43
55.91
56.18
27.07
78.37
33.54
32.12
2,698
2,675
2,777
2,843
2,837
2,636
2,686
2,723
2,666
2,688
2,809
2,475
2,526
2,528
2,494
2,484
2,503
2,437
2,506
2,435
48.0
7.3
4,320
3,888
55.0
6.6
2,120
1,908
52.9
7.3
1,340
1,206
46.6
47.1
47.5
7.6
7.9
7.5
811
563
788
730
52.3
48.4
7.7
8.1
1,860
1,120
1,674
1,008
48.2
7.9
784
706
44.1
43.3
47.5
7.5
7.8
7.8
1,150
1,060
1,040
1,035
954
936
45.9
50.2
50.5
48.2
42.4
47.3
48.4
49.3
55.9
7.3
7.9
6.8
7.7
7.6
7.4
8.2
7.8
7.6
2,110
1,899
1,313
1,837
1,295
1,916
3,470
1,210
1,330
1,182
1,653
1,166
1,724
3,123
1,089
1,197
49.1
47.8
7.9
7.3
1,214
1,962
1,093
1,766
46.0
49.3
50.4
46.4
46.0
7.7
7.8
7.8
7.8
7.8
1,630
1,893
1,730
1,690
1,610
1,467
51.8
8.3
2,910
44.6
7.6
1,200
48.6
7.7
2,600
52.7
7.9
2,080
48.9
7.5
587
50.0
7.5
725
653
48.4
8.5
1,412
1,271
709
1,557
1,521
1,449
1,080
1,872
M:27717
M:148617
M:27719
M:27720
M:140722
M:128162
M:27724
M:27725
M:27726
M:27727
M:27730
M:137984
M:27728
M:27729
M:27743
M:27742
M:27797
M:27801
M:27811
M:27813
M:27814
M:27815*
M:140931
M:140932
M:27831
M:27836
M:152660
M:27857
M:151193
M:152197
M:27869
M:140721
M:27885
M:137985
M:27886
M:137986
M:27920
M:27921
M:137987*
M:137988
M:132760
M:27926
M:27932
M:142635
M:27954
M:140719
M:27989
M:27990
M:143802
M:27995
M:149898
M:142789
M:152305
M:142636*
M:142788
M:143944
M:701007
M:701008
M:701009
M:701010
M:701011
M:141005
M:149287
M:28738
M:134411
15N 53E 34 DBA
15N 54E 02 DABC
15N 54E 02 DACD
15N 54E 02 DADB
15N 54E 10 BBBA
15N 54E 20 DCBB
15N 54E 23 DDCD
15N 54E 24 ACBD
15N 54E 24 ACBD
15N 54E 24 DAAB
15N 54E 24 DAAC
15N 54E 24 DAAD
15N 54E 24 DAAD
15N 54E 24 DAAD
15N 54E 36 ACAB
15N 54E 36 ACAC
15N 55E 06 ACAA
15N 55E 08 ACBB
15N 55E 11 BBDA
15N 55E 11 BCCD
15N 55E 11 DDDC
15N 55E 12 ABDC
15N 55E 16 BCCA
15N 55E 17 AADD
15N 55E 19 CADA
15N 55E 20 DDDD
15N 55E 22 CACA
15N 55E 30 BDAA
15N 55E 30 BDAC
15N 55E 30 BDBC
15N 55E 33 BBBB
15N 56E 18 ACAB
15N 57E 04 BCBC
15N 57E 04 DCCA
15N 57E 04 DCCA
15N 58E 17 ADCD
15N 58E 26 DABD
15N 58E 28 CADC
15N 59E 02 AAAA
15N 59E 02 DDAA
15N 59E 02 DDCC
15N 59E 03 ADAA
15N 59E 10 ACDB
15N 59E 12 DADA
15N 59E 24 CDBD
15N 59E 34 ADAC
15N 60E 18 ABDD
15N 60E 18 DBBB
15N 60E 18 DDDD
15N 60E 20 DDAB
15N 60E 22 DDBC
15N 60E 26 AAAB
15N 60E 26 BBBB
15N 60E 26 BBBB
15N 60E 32 ABBB
15N 60E 32 ABBB
15N 60E 35 DCCC
15N 60E 35 DCCC
15N 61E 30 AAAA
15N 61E 30 AAAA
15N 61E 30 CCCC
16N 45E 03 BCAD
16N 45E 03 BCDB
16N 45E 06 BABD
16N 45E 14 DDDA
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
UNK
DHU
DHU
DHU
SHU
SHU
UNK
SHU
SHU
UNK
DHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
50
84
273
95
75
40
164
25
25
12
70
122
22
33
62
330
148
170
140
200
785
17
52
29
28
40
50
40
40
24
82
8
29
62
310
118
160
120
180
170
17
52
24
22
40
31
40
40
19
95
262
80
262
50
700
155
50
700
155
275
260
270
150
120
264
240
240
150
100
110
90
80
90
260
24
38
58
170
50
51
354
138
299
66
120
100
72
165
153
240
24
38
53
170
50
51
354
138
299
66
120
75
72
147
105
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
50
84
345
150
75
60
176
25
25
14
90
SW
LD
ep
th
ft)
2,550
2,470
2,460
2,460
2,500
2,515
2,410
2,240
2,240
2,210
2,210
2,200
2,200
2,210
2,200
2,200
2,318
2,190
2,190
2,160
2,210
2,160
2,130
2,130
2,183
2,130
2,110
2,170
2,180
2,190
2,075
2,460
2,403
2,442
2,438
2,592
2,680
2,593
2,758
2,682
2,704
2,740
2,715
2,710
2,595
2,727
2,557
2,562
2,650
2,650
2,660
2,730
2,710
2,715
2,750
2,750
2,765
2,765
2,655
2,655
2,700
2,650
2,648
2,695
2,750
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-12
37.10
51.42
266.59
62.06
26.00
28.85
137.20
10.28
2,513
2,419
2,193
2,398
2,474
2,486
2,273
2,230
49.3
49.1
55.8
52.3
7.8
7.8
9.2
8.0
1,251
576
943
559
49.1
55.2
52.5
7.8
7.0
7.8
715
409
742
644
368
668
5.70
6.88
2,194
2,193
54.5
7.1
740
666
53.4
52.7
53.6
53.8
52.9
7.5
9.4
9.3
7.8
1,128
1,637
1,046
979
2,490
1,015
1,473
941
881
51.6
54.0
8.7
8.9
2,070
2,040
1,863
50.5
7.7
850
765
50.9
53.4
8.3
7.6
2,120
895
50.2
52.7
41.4
48.7
49.8
8.0
7.0
7.8
7.5
7.9
850
2,240
2,981
4,900
7,040
2,683
57.9
8.8
1,850
1,665
49.8
44.8
8.4
8.3
3,050
2,600
2,745
2,340
200.09
60.53
126.20
77.43
106.93
60.60
2,118
2,129
2,064
2,083
2,103
2,099
15.50
10.40
2,115
2,173
34.77
24.62
8.25
10.47
2,075
2,145
2,172
2,180
4.20
29.82
2,456
2,373
13.12
67.20
13.60
2,425
2,525
2,666
61.47
2,697
518
765
6,336
120.43
11.66
66.50
-13.20
-4.37
2,590
2,583
2,661
2,570
2,566
49.6
8.6
2,210
1,989
47.5
47.3
7.0
8.0
2,510
2,400
2,160
76.20
11.81
2,574
2,648
50.0
50.5
8.2
7.7
3,050
1,660
2,745
1,494
45.30
2,670
171.48
69.98
84.55
37.86
37.21
40.98
27.31
2,594
2,695
2,570
2,617
2,663
2,609
2,621
49.3
7.5
2,950
2,655
82.07
2,668
49.8
7.3
4,220
3,798
M:28741
M:132736
M:132738*
M:132737*
M:28745
M:700189
M:132740
M:28748
M:28747
M:132741
M:140883
M:28793
M:28803
M:28804
M:143807
M:28818
M:28833
M:28835
M:149615
M:149578
M:28848
M:28849
M:28851
M:149340
M:28855
M:700191
M:28858
M:28860
M:149283
M:149282
M:149281
M:28880
M:28881
M:28883
M:143795*
M:28888
M:28891
M:149290
M:149288
M:28893
M:149291
M:28898
M:28907
M:28909
M:143806
M:2066
M:28929
M:28930
M:149292
M:28931
M:28932
M:28933
M:138223*
M:129199
M:28935
M:2067
M:2068
M:28952
M:28962
M:149293
M:138220
M:28987
M:28988
M:28994
M:28995
16N 45E 14 DDDD
16N 45E 20 ABAD
16N 45E 20 CBDB
16N 45E 20 CBDB
16N 45E 22 DCCD
16N 45E 26 AAAC
16N 45E 29 DCCC
16N 45E 30 BDDA
16N 45E 30 BDDA
16N 45E 34 ACAA
16N 47E 08 ABAB
16N 47E 09 ACC
16N 47E 15 CBA
16N 47E 16 DBAA
16N 47E 21 DAAD
16N 47E 34 DAAD
16N 48E 12 CCAA
16N 48E 13 BACB
16N 48E 23 AACC
16N 48E 23 AADB
16N 48E 32 CBDC
16N 48E 32 CCCC
16N 48E 33 ABBD
16N 48E 34 BACD
16N 49E 05 ABAB
16N 49E 07 ADBD
16N 49E 11 DACC
16N 49E 13 DACC
16N 49E 20 BDBB
16N 49E 21 AABA
16N 49E 21 AADA
16N 50E 03 CDDA
16N 50E 04 DDAD
16N 50E 05 BCDD
16N 50E 06 DDCD
16N 50E 15 BCBD
16N 50E 19 ABBB
16N 50E 19 BAAA
16N 50E 20 BCDD
16N 50E 25 CCBC
16N 50E 34 CBDA
16N 50E 36 DAAB
16N 51E 07 ACDC
16N 51E 09 DADD
16N 51E 10 BBBC
16N 51E 12 ABBA
16N 51E 31 BCDB
16N 51E 31 CCCA
16N 51E 31 CCCA
16N 51E 32 CDDB
16N 51E 33 DCCC
16N 51E 36 DABD
16N 51E 36 DCCC
16N 52E 01 ADDA
16N 52E 02 BBDC
16N 52E 06 DDAB
16N 52E 18 ABBB
16N 52E 22 BDCD
16N 52E 32 ADCC
16N 52E 32 CCAA
16N 53E 03 CCAB
16N 53E 20 ADCB
16N 53E 27 CADD
16N 54E 04 DDCB
16N 54E 05 AAAA
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
315
168
145
145
400
100
172
120
400
141
75
360
112
64
60
92
40
217
24
315
153
105
115
400
100
154
120
400
141
75
300
102
36
60
72
40
217
24
146
160
148
121
70
136
168
159
166
44
72
210
47
170
380
148
200
70
116
268
88
60
83
58
31
120
45
130
20
238
38
82
202
140
121
41
53
120
118
90
124
100
122
121
70
136
40
148
166
44
72
170
29
128
380
136
69
70
116
268
88
54
73
38
31
120
45
45
20
238
30
61
202
120
101
41
33
60
77
90
132
108
16
180
122
83
16
180
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,745
2,710
2,690
2,690
2,905
2,805
2,770
2,664
2,664
2,750
2,780
2,920
2,825
2,819
2,850
3,042
3,039
3,077
3,090
3,077
3,121
3,117
3,143
3,190
2,964
3,041
3,095
3,262
3,405
3,287
3,272
3,169
3,207
3,368
3,290
3,199
3,255
3,219
3,202
2,949
2,972
2,895
2,930
2,853
2,830
2,881
2,900
2,878
2,878
2,953
2,859
2,795
2,880
2,575
2,630
2,761
2,799
2,775
2,700
2,739
2,520
2,742
2,790
2,585
2,670
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-13
114.52
59.05
46.84
46.64
2,630
2,651
2,643
2,643
52.50
95.32
36.31
101.80
44.96
2,753
2,675
2,628
2,562
2,705
54.85
24.47
2,770
2,795
20.36
183.13
19.73
3,019
2,894
3,070
111.84
116.70
89.61
97.52
3,009
3,000
3,053
3,092
93.59
20.87
64.98
81.69
9.58
23.09
2,947
3,074
3,197
3,323
3,277
3,249
4.35
64.40
290.98
62.31
67.56
17.53
85.55
37.01
19.67
3,203
3,304
2,999
3,137
3,187
3,201
3,116
2,912
2,952
35.07
41.31
8.47
74.56
12.37
33.34
14.62
167.41
9.34
35.79
152.11
27.98
38.83
5.26
24.03
42.41
42.11
46.38
30.36
15.90
61.54
10.67
96.18
2,895
2,812
2,822
2,806
2,888
2,845
2,863
2,786
2,850
2,759
2,728
2,547
2,591
2,756
2,775
2,733
2,658
2,693
2,490
2,726
2,728
2,574
2,574
52.5
9.0
2,090
1,881
50.9
8.9
2,450
2,205
49.1
53.6
7.7
7.3
3,100
3,700
2,790
3,330
47.3
7.7
3,000
2,700
48.4
7.1
2,160
1,944
52.0
53.1
50.9
49.6
7.4
7.4
7.8
7.6
1,200
1,410
686
1,450
1,080
1,269
617
1,305
50.4
49.5
47.8
48.6
50.5
7.1
7.2
7.4
7.5
7.8
2,510
1,470
1,170
960
1,220
2,259
1,323
1,053
864
1,098
42.8
7.9
860
774
47.3
47.3
7.6
7.4
1,460
976
1,314
878
47.7
7.5
1,020
918
49.6
7.2
1,251
46.9
46.8
48.6
49.6
48.0
50.7
48.9
50.7
8.0
7.5
7.3
7.1
7.3
7.5
7.7
7.8
1,780
1,330
1,309
1,239
1,577
922
1,100
1,230
48.9
7.0
3,030
47.1
48.6
44.6
48.7
7.1
9.4
7.3
7.8
2,240
1,175
1,550
1,003
2,016
1,058
47.8
50.7
49.1
6.9
7.4
6.9
2,680
2,870
3,030
2,412
2,583
2,727
48.0
8.1
291
262
1,602
1,197
1,115
990
1,107
107
107
120
150
62
133
125
81
117
30
204
126
231
30
70
240
111
40
80
120
180
203
20
125
100
24
21
38
140
220
21
220
300
186
135
152
20
340
120
90
110
62
133
50
70
97
30
204
126
210
27
45
240
92
34
68
100
180
120
5
105
60
18
9
34
120
145
17
200
260
146
135
120
20
340
120
132
315
50
132
275
50
170
74
310
170
74
298
140
20
500
420
370
370
192
200
277
77
98
96
24
50
32
80
152
180
267
57
80
76
24
50
20
80
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
(ft)
En
ter
s
ft)
2,530
2,502
2,367
2,280
2,238
2,170
2,190
2,190
2,065
2,075
2,456
2,456
2,170
2,050
2,105
2,130
2,163
2,120
2,190
2,163
2,130
2,120
2,058
2,060
2,090
2,095
2,050
2,085
2,410
2,055
2,055
2,060
2,070
2,188
2,190
2,210
2,600
2,621
2,435
2,528
2,488
2,575
2,470
2,542
2,559
2,568
2,490
2,483
2,484
2,535
2,645
2,643
2,499
2,500
2,500
3,012
3,012
3,115
2,911
2,947
2,942
2,918
2,983
2,858
2,875
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
DHU
SHU
SHU
SHU
SHU
FHHC
SHU
UNK
SHU
DHU
SHU
UNK
SHU
SHU
DHU
SHU
SHU
UNK
DHU
UNK
DHU
UNK
UNK
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SW
LE
16N 54E 11 DBBA
16N 54E 12 CBDB
16N 54E 28 BBAC
16N 54E 35 BBDD
16N 55E 08 BADD
16N 55E 09 BABC
16N 55E 09 BBAC
16N 55E 10 CBAA
16N 55E 12 ABAA
16N 55E 12 ABBB
16N 55E 19 BABD
16N 55E 19 BADB
16N 55E 22 BDCD
16N 55E 26 CBCC
16N 55E 27 ADCB
16N 55E 27 BBDD
16N 55E 28 BDBB
16N 55E 28 DDCB
16N 55E 31 DDBD
16N 55E 32 BCDD
16N 55E 33 ABBB
16N 55E 33 ADBC
16N 55E 34 ABA
16N 55E 34 BADB
16N 55E 34 BBCB
16N 55E 34 BBCB
16N 55E 35 BDBC
16N 55E 36 BBBA
16N 56E 02 CCDC
16N 56E 07 BABB
16N 56E 07 BABB
16N 56E 07 BBBC
16N 56E 18 DACA
16N 56E 34 BDCB
16N 56E 34 BDCB
16N 56E 35 BDAA
16N 57E 34 DDDB
16N 57E 34 DDDC
16N 58E 23 DDCC
16N 58E 24 DCDD
16N 58E 26 AAAA
16N 58E 30 DCAD
16N 59E 08 BDAD
16N 59E 20 BCCC
16N 59E 22 CCAB
16N 59E 27 BAAA
16N 59E 30 DCAB
16N 60E 06 ADDD
16N 60E 06 ADDD
16N 60E 06 DDBA
16N 60E 20 CBBC
16N 60E 20 CBBC
16N 60E 22 ADCB
16N 60E 34 BBCC
16N 60E 34 BBCC
17N 50E 02 DBDC
17N 50E 02 DBDC
17N 50E 03 ADBD
17N 50E 24 AACB
17N 50E 24 BCCD
17N 50E 24 CBBB
17N 50E 26 CCCD
17N 50E 28 BAAB
17N 51E 05 CBDA
17N 51E 06 DBDA
SW
LD
ep
th
M:29001
M:138216
M:29007
M:29011
M:29035
M:29039
M:29041
M:29042
M:29057
M:702375
M:148181
M:29072
M:29077
M:29115*
M:121589*
M:137983
M:29195
M:29205
M:148631
M:129200
M:29230
M:29229
M:129627
M:29266
M:29273
M:29270
M:29312
M:29318
M:29320
M:29331
M:29332
M:29333
M:29339
M:29371
M:29370
M:29376
M:29392
M:29393
M:29406
M:137989
M:29408
M:120632
M:29414
M:137990
M:29430
M:29436
M:127954
M:29448
M:122938
M:140720
M:29464
M:137991
M:29468
M:144621
M:144397
M:30207
M:148182
M:30208
M:30209
M:30210
M:30211
M:30213
M:30219
M:30232
M:30235
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-14
53.34
28.69
62.20
2,449
2,338
2,218
55.53
54.39
93.83
11.25
10.02
148.38
56.61
103.80
11.04
51.80
82.73
47.66
28.91
52.69
43.70
79.03
56.10
13.17
10.40
2,114
2,136
2,096
2,054
2,065
2,308
2,399
2,066
2,039
2,053
2,047
2,115
2,091
2,137
2,119
2,051
2,064
2,045
2,050
10.09
7.93
2,085
2,042
99.90
2,310
5.05
-11.64
11.93
35.68
37.60
46.57
6.44
2,050
2,072
2,058
2,152
2,152
2,163
2,594
1.25
2,434
186.30
18.80
2,389
2,451
51.45
34.35
96.13
24.65
24.65
65.80
43.96
44.10
43.60
2,508
2,534
2,394
2,459
2,459
2,469
2,601
2,599
2,455
89.77
25.18
209.24
30.66
36.60
33.49
7.31
14.23
2,922
2,987
2,906
2,880
2,910
2,909
2,911
2,969
13.27
2,862
50.0
50.4
8.1
8.5
3,150
1,336
2,835
51.1
8.6
2,260
2,034
50.4
50.4
53.2
52.2
52.2
8.8
6.8
8.9
8.5
8.9
1,733
3,460
1,591
749
1,311
1,560
52.5
50.9
52.2
50.5
53.6
50.5
51.6
9.1
9.1
7.3
8.2
8.8
8.5
9.2
1,352
1,167
1,171
1,138
1,762
1,834
1,302
1,217
1,050
1,054
51.3
54.0
51.1
8.5
8.8
2,390
434
1,679
2,151
391
1,511
50.9
52.7
55.8
8.8
9.0
9.1
1,681
1,780
2,390
1,513
1,602
2,151
51.6
9.0
1,768
1,591
56.5
8.4
1,899
1,709
49.5
48.2
8.6
7.1
1,780
1,918
1,602
51.8
49.8
8.4
8.1
2,080
2,390
1,872
2,151
52.5
8.5
2,020
1,818
48.7
6.5
2,680
2,412
51.1
48.4
49.3
8.6
8.7
8.7
2,730
2,400
2,400
2,457
2,160
47.1
50.5
6.3
7.6
2,190
932
1,971
839
46.9
50.0
49.3
45.5
45.7
46.2
7.4
7.4
7.5
7.5
7.7
7.3
1,150
1,230
1,930
559
716
1,480
1,035
1,107
1,737
503
644
1,332
1,432
1,180
1,586
1,651
1,172
M:30240
M:133059
M:702409
M:30243
M:149616
M:30245
M:30250
M:30251
M:702421
M:133192
M:30266
M:30272
M:30275
M:30276
M:30280
M:30281
M:702422
M:149438
M:127030
M:702410
M:137915
M:30286
M:30292
M:702392
M:30296
M:30297
M:30301
M:30304
M:138214
M:149144
M:149425
M:137916
M:149372
M:30309
M:30317
M:121673
M:30318
M:140723
M:30333
M:30332
M:138210
M:30344
M:30345
M:30346
M:137992
M:137993
M:137994
M:30359
M:30360
M:30367
M:30381
M:30388
M:30394
M:149414
M:134417
M:30413
M:30417
M:31399
M:31400
M:31398
M:123443
M:137968
M:31401
M:137969*
M:31413
17N 51E 11 BACD
17N 51E 11 BACD
17N 51E 13 BADB
17N 51E 13 DDDD
17N 51E 14 DCDD
17N 51E 25 DCBC
17N 51E 32 BBAA
17N 51E 35 DCAD
17N 52E 01 DDDD
17N 52E 03 BBCC
17N 52E 12 CBAB
17N 52E 20 CDDD
17N 52E 25 DABD
17N 52E 26 DDAA
17N 52E 33 BABA
17N 52E 34 CDAC
17N 53E 01 CBAD
17N 53E 06 DAAD
17N 53E 08 CBCC
17N 53E 13 BACB
17N 53E 13 BBAD
17N 53E 13 BBDD
17N 53E 18 CABB
17N 53E 28 CCAA
17N 53E 31 ACDA
17N 53E 36 BCAB
17N 54E 14 ADDD
17N 54E 17 ACDC
17N 54E 19 DAAA
17N 54E 19 DAAC
17N 54E 19 DAAC
17N 54E 20 CBCC
17N 54E 29 ACDB
17N 54E 29 ACDD
17N 55E 05 DBAD
17N 55E 10 CBDC
17N 55E 11 DDDB
17N 55E 14 CDDD
17N 55E 23 DBBB
17N 55E 23 DBDD
17N 55E 26 BBAC
17N 56E 04 CABA
17N 56E 07 CBAD
17N 56E 09 DCCB
17N 56E 17 BDAA
17N 57E 02 DCCC
17N 57E 13 AADB
17N 57E 23 BBAB
17N 57E 24 CBBD
17N 58E 07 ABDC
17N 58E 24 CCAB
17N 59E 04 CCBC
17N 59E 08 CDBB
17N 59E 26 BBCB
17N 59E 26 DAAC
17N 59E 33 BBCB
17N 60E 08 ADCB
18N 50E 02 ACCB
18N 50E 02 BCCC
18N 50E 02 DBDA
18N 50E 03 DBBA
18N 50E 04 ABD
18N 50E 04 ABDD
18N 50E 16 CBBB
18N 50E 34 DDAD
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
SHU
FHHC
FHHC
SHU
FHHC
DHU
FHHC
FHHC
SHU
FHHC
FHHC
SHU
DHU
FHHC
DHU
FHHC
FHHC
DHU
SHU
SHU
DHU
FHHC
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
220
125
42
56
45
90
216
42
26
200
36
28
116
300
85
115
133
80
140
33
200
40
108
140
60
120
100
840
210
111
42
42
45
90
196
42
26
180
36
21
106
280
60
115
133
80
120
33
100
20
108
140
60
120
80
760
10
10
248
125
120
80
720
600
90
660
320
10
10
248
125
105
35
540
550
90
527
300
520
54
620
470
42
560
920
385
840
1,025
350
140
80
225
1,020
18
258
145
110
75
840
280
756
1,025
350
100
80
205
1,020
18
248
130
104
60
100
161
168
78
161
168
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,880
2,881
2,777
2,698
2,716
2,741
3,025
2,730
2,540
2,610
2,587
2,645
2,664
2,685
2,610
2,658
2,585
2,529
2,543
2,425
2,425
2,423
2,638
2,680
2,568
2,760
2,545
2,520
2,363
2,345
2,345
2,352
2,340
2,340
2,240
2,160
2,075
2,120
2,083
2,070
2,083
2,020
2,052
2,060
2,024
2,434
2,374
2,216
2,331
2,201
2,305
2,470
2,378
2,490
2,587
2,418
2,362
2,805
2,780
2,855
2,765
2,790
2,785
2,785
3,030
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-15
108.03
107.87
2,772
2,773
21.37
12.62
26.07
169.26
26.11
8.61
59.21
26.47
16.60
93.62
2,677
2,703
2,715
2,856
2,704
2,531
2,551
2,561
2,628
2,570
17.73
78.97
83.11
36.33
35.98
21.81
26.48
16.22
82.42
86.21
24.51
21.05
19.27
2,592
2,579
2,502
2,493
2,507
2,403
2,399
2,407
2,556
2,594
2,543
2,739
2,526
13.60
2,349
86.41
86.61
10.30
38.77
-24.31
49.42
-12.33
38.77
-5.14
2,254
2,253
2,230
2,121
2,099
2,071
2,095
2,031
2,088
35.04
2,017
-100.68
18.98
194.93
4.48
2,125
2,415
2,179
2,212
-7.47
2,208
45.15
2,333
161.00
2,426
48.31
49.35
46.80
51.05
2,742
2,736
2,738
2,979
50.5
50.4
50.9
48.0
7.1
7.3
7.6
7.4
1,850
1,130
1,730
2,420
1,665
1,017
1,557
2,178
49.3
7.1
2,210
1,989
46.4
8.0
707
636
46.4
47.5
50.2
51.6
47.3
50.2
8.0
7.4
7.1
8.7
8.6
7.6
1,186
2,830
3,410
2,200
1,674
3,300
1,067
2,547
3,069
1,980
1,507
2,970
47.5
50.0
49.1
48.2
8.2
7.9
8.1
7.7
3,560
2,550
2,400
3,270
3,204
2,295
2,160
2,943
53.8
7.7
756
680
48.2
7.7
891
802
51.4
45.9
45.9
54.0
53.2
7.4
7.6
7.6
8.9
8.8
3,370
2,270
2,270
1,615
2,400
48.2
7.4
2,310
58.8
8.8
1,754
55.0
54.0
55.0
55.6
48.7
57.4
55.4
8.9
9.0
8.9
8.8
8.5
8.7
9.3
1,868
1,679
1,675
1,775
1,620
1,809
2,170
1,681
1,511
1,508
1,598
1,458
1,628
1,953
52.2
52.3
58.6
61.0
52.7
46.0
60.6
51.3
56.1
47.5
9.3
8.4
8.7
7.9
8.7
6.9
7.4
8.7
8.7
7.1
1,929
2,150
1,774
1,765
1,870
3,580
1,019
2,430
1,332
3,030
1,736
1,935
1,597
1,589
1,683
3,222
2,043
1,454
2,079
1,199
2,727
M:702428
M:702427
M:137970
M:133061
M:122312
M:31433
M:31434
M:31439
M:147040
M:149897
M:31440
M:122313
M:149286
M:133062
M:149617
M:131785
M:137971
M:31476
M:31477
M:137895
M:31501
M:31496
M:137896
M:31497
M:149386
M:702426
M:31513
M:149356
M:31514
M:31517
M:2221
M:31521
M:31527
M:31528
M:31534
M:31536
M:31538
M:2223
M:138004
M:2224
M:31564
M:31565
M:31567
M:31575
M:135684
M:145844
M:31588
M:2231
M:137996
M:137997
M:31629
M:31630
M:31633
M:31634
M:31639
M:31640
M:31648
M:31652
M:31653*
M:31656
M:31658
M:137972
M:32531
M:32539
M:32561
18N 50E 34 DDAD
18N 50E 34 DDBA
18N 51E 07 BC
18N 51E 09 BAAB
18N 51E 15 ADDB
18N 51E 17 BDDB
18N 51E 18 ADCD
18N 51E 28 ADDA
18N 51E 28 CDAD
18N 51E 28 CDAD
18N 51E 28 DDDA
18N 51E 28 DDDD
18N 51E 28 DDDD
18N 51E 32 ABAA
18N 51E 34 ADDC
18N 52E 04 BBCC
18N 52E 14 CCCB
18N 52E 25 DCDB
18N 52E 26 BBBA
18N 52E 36 BABD
18N 53E 01 DDDA
18N 53E 19 DDBA
18N 53E 24 AABB
18N 53E 30 CDAD
18N 53E 32 ABAB
18N 53E 35 CCCD
18N 54E 26 BCCC
18N 54E 26 CABC
18N 54E 26 CCBB
18N 54E 32 ACCB
18N 55E 02 BCBB
18N 55E 14 ADBC
18N 55E 22 CDAD
18N 55E 23 BCDD
18N 55E 27 BBBA
18N 55E 28 AAAD
18N 55E 29 AACD
18N 56E 04 CABA
18N 56E 04 DCCA
18N 56E 04 DCDA
18N 56E 25 ADBA
18N 56E 25 ADBA
18N 56E 33 ACBA
18N 57E 04 AABB
18N 57E 04 DCCD
18N 57E 09 CABC
18N 57E 09 CABC
18N 57E 11 DACB
18N 57E 15 ACBA
18N 57E 35 CAAA
18N 58E 36 BCCC
18N 58E 36 DDCA
18N 59E 20 BCDC
18N 59E 20 BCDC
18N 59E 32 BAAA
18N 59E 32 DACC
18N 60E 09 ADDA
18N 60E 16 ACCB
18N 60E 17 BDDC
18N 60E 20 DCDD
18N 60E 28 BAAB
18N 60E 29 ABAA
19N 50E 12 DDBA
19N 50E 28 BABA
19N 51E 24 DAAA
DHU
SHU
DHU
SHU
SHU
SHU
DHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
UNK
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
SHU
SHU
SHU
SHU
FHHC
FHHC
SHU
SHU
SHU
DHU
FHHC
SHU
DHU
DHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
355
22
355
22
80
165
120
267
308
80
41
36
95
60
112
47
105
110
267
308
70
41
36
65
60
82
69
78
117
100
195
86
126
340
244
58
78
32
60
170
86
126
160
244
212
83
34
230
197
120
137
57
109
28
74
167
104
130
170
170
580
582
40
40
18
33
688
212
63
34
215
147
120
126
49
99
19
60
147
104
30
44
140
555
522
26
34
18
15
660
26
120
145
500
1,286
160
260
470
230
140
26
120
145
220
1,200
100
220
470
200
140
140
133
37
45
117
140
133
32
30
102
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
3,030
2,998
3,010
2,974
2,910
3,025
3,076
2,902
2,876
2,870
2,860
2,865
2,860
2,920
2,803
2,595
2,665
2,563
2,645
2,695
2,652
2,536
2,635
2,638
2,498
2,633
2,450
2,440
2,430
2,775
2,365
2,402
2,375
2,418
2,343
2,355
2,454
2,430
2,425
2,425
2,010
2,010
2,075
1,995
2,005
2,020
2,000
2,055
2,028
2,320
2,458
2,465
2,322
2,322
2,400
2,520
2,400
2,285
2,260
2,254
2,272
2,262
2,640
2,640
2,795
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-16
198.62
8.53
177.48
21.14
29.92
96.67
219.50
137.39
28.59
29.77
24.84
23.01
24.96
59.38
18.94
13.31
73.35
13.01
30.55
2,831
2,989
2,833
2,953
2,880
2,928
2,857
2,765
2,847
2,840
2,835
2,842
2,835
2,861
2,784
2,582
2,592
2,550
2,614
59.52
12.63
6.25
2,592
2,523
2,629
-10.87
152.41
18.24
12.24
109.30
100.04
59.23
38.83
20.46
87.26
9.16
2,509
2,481
2,432
2,428
2,321
2,675
2,306
2,363
2,355
2,331
2,334
55.10
2,399
81.16
2,344
-16.26
2,026
-15.86
8.37
10.20
8.00
9.55
2,091
1,987
1,995
2,012
1,990
-119.76
12.40
37.30
127.96
38.98
2,148
2,308
2,421
2,337
2,283
61.93
96.51
128.02
73.08
63.53
2,338
2,423
2,272
2,212
2,196
42.40
31.68
12.98
22.78
62.70
2,230
2,230
2,627
2,617
2,732
52.5
7.7
1,350
1,215
49.6
7.4
690
51.4
49.1
51.6
8.4
7.6
7.4
1,440
1,030
1,080
49.6
7.3
1,750
48.2
48.9
7.3
7.2
749
1,210
1,089
51.8
47.1
8.8
7.9
1,775
2,030
1,598
1,827
51.6
45.0
52.7
7.5
7.5
8.6
1,207
1,565
2,350
51.8
48.2
7.3
7.5
746
889
50.0
7.7
906
49.5
53.1
56.3
58.5
48.6
7.1
8.6
8.8
8.9
7.6
1,225
2,290
1,749
1,620
2,870
55.2
7.6
1,007
59.9
58.1
47.3
60.8
8.4
8.7
7.1
7.0
1,877
1,816
5,880
2,380
51.4
60.8
47.7
49.8
6.9
8.8
6.8
6.8
3,260
1,795
5,510
3,500
48.6
8.2
1,926
1,733
47.1
47.8
7.0
6.9
2,370
2,250
2,025
1,296
927
972
671
800
1,634
5,292
4,959
M:32565
M:32566
M:32573
M:32574
M:32585
M:32612
M:32621
M:32629
M:32630
M:2384*
M:32638
M:32639
M:32647
M:32661
M:137973*
M:32686
M:32685
M:32691
M:140718
M:137974
M:32697
M:2389
M:32708
M:32717
M:32723
M:32728
M:32729
M:137975
M:149265
M:32737
M:32738
M:32739
M:149279
M:52740
M:32741
M:32743
M:137998
M:32752
M:2391
M:137999
M:137995
M:32796
M:32797
M:32800
M:32803
M:33994
M:33995
M:33999
M:2494
M:34007
M:34021
M:138001*
M:137981
M:2495*
M:2496*
M:137977
M:2498
M:129240
M:34062
M:34064
M:34073
M:34086
M:34087
M:137980
M:2508*
19N 51E 29 CBDD
19N 51E 29 CBDD
19N 52E 08 CDAD
19N 52E 09 CDDC
19N 52E 24 DAAC
19N 53E 13 CCCD
19N 53E 17 CCBB
19N 53E 23 AAAA
19N 53E 23 CAAA
19N 53E 24 CCDC
19N 53E 32 DDDA
19N 53E 32 DDDD
19N 54E 11 CCCC
19N 54E 22 DAAC
19N 55E 08 DDDA
19N 55E 20 CADD
19N 55E 20 DCBB
19N 55E 29 BCBC
19N 56E 02 CCDA
19N 56E 06 ABCD
19N 56E 10 DABC
19N 56E 26 CBCA
19N 56E 26 DDDD
19N 56E 35 BBBB
19N 57E 02 BABB
19N 57E 11 BADB
19N 57E 11 CCCD
19N 57E 21 BABB
19N 57E 24 ACCC
19N 57E 24 CCDD
19N 57E 26 ADAA
19N 57E 26 ADAA
19N 57E 26 BCAB
19N 57E 26 DCDD
19N 57E 33 DCAD
19N 57E 35 ABAC
19N 58E 05 BAAB
19N 58E 07 AADA
19N 58E 08 CBDB
19N 58E 18 DAAD
19N 59E 34 ADBB
19N 60E 28 ABDD
19N 60E 28 ADCD
19N 60E 32 ABAB
19N 60E 34 BBCB
20N 50E 14 CABA
20N 50E 14 CACD
20N 50E 18 BDCA
20N 50E 18 CDDA
20N 50E 22 BCAD
20N 51E 32 BCAD
20N 52E 17 BBBB
20N 52E 20 DBDD
20N 53E 04 DAAA
20N 53E 14 BBCC
20N 53E 20 BCBD
20N 53E 22 BCCC
20N 53E 32 DBBC
20N 54E 01 CBCC
20N 54E 02 DADD
20N 54E 10 BAAA
20N 54E 31 AADA
20N 54E 31 AADC
20N 55E 06 BBBB
20N 55E 32 AAAA
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
FHHC
SHU
FHHC
SHU
FHHC
SHU
UNK
DHU
FHHC
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
DHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
DHU
DHU
SHU
116
240
174
190
80
408
122
47
190
220
62
147
24
320
105
69
20
90
46
219
154
190
80
393
107
25
160
180
48
124
16
280
80
69
20
55
42
120
61
51
113
80
196
200
180
118
770
42
800
35
740
20
15
120
46
24
95
60
196
200
180
114
723
26
800
35
705
15
875
840
55
840
800
55
180
230
110
240
55
59
164
120
44
116
180
160
207
80
240
55
49
156
105
40
40
118
280
206
201
206
240
192
88
68
300
240
310
255
200
220
92
68
57
280
90
235
255
170
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,955
2,955
2,855
2,955
2,850
2,625
2,700
2,625
2,710
2,715
2,685
2,685
2,490
2,615
2,585
2,410
2,405
2,508
2,240
2,505
2,180
2,410
2,397
2,405
2,150
2,100
2,210
2,245
1,960
1,975
2,000
2,000
2,040
1,980
2,040
2,000
1,970
1,965
1,961
2,000
2,115
2,294
2,247
2,200
2,236
2,460
2,460
2,455
2,430
2,465
2,622
2,660
2,790
2,790
2,745
2,785
2,780
2,735
2,690
2,685
2,775
2,680
2,695
2,682
2,698
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-17
45.43
172.93
2,910
2,782
128.08
51.55
283.46
55.42
21.10
137.91
143.37
51.01
2,827
2,798
2,342
2,645
2,604
2,572
2,572
2,634
13.11
129.35
66.57
2,477
2,486
2,518
7.31
2,398
153.07
6.70
2,352
2,173
38.18
39.45
2,359
2,366
165.61
2,079
10.62
-140.15
1,964
2,140
-97.02
2,137
-71.61
10.97
2,112
1,989
54.7
8.4
1,930
47.8
50.5
7.3
7.5
3,360
1,253
48.9
7.1
843
759
54.1
47.1
7.1
7.4
751
973
876
47.8
44.6
7.4
7.0
814
2,650
733
2,385
48.2
7.7
1,539
49.8
7.7
465
51.4
50.9
47.7
60.4
50.0
56.8
51.6
56.1
46.4
51.4
59.2
7.2
8.4
7.3
8.7
7.3
8.9
7.5
8.9
7.4
7.1
8.5
51.4
7.3
8.6
1,068
2,390
1,813
1,654
4,200
1,827
1,950
1,874
2,050
1,401
1,877
1,791
798
1,732
50.0
48.2
46.4
8.4
8.5
7.8
2,080
2,350
3,560
1,872
2,115
3,204
52.7
6.9
2,100
1,890
419
2,151
1,632
1,489
3,780
1,644
1,755
1,687
1,261
1,689
-167.48
2,128
49.40
104.79
76.72
37.18
44.47
30.14
5.91
81.60
2,066
2,189
2,170
2,163
2,192
2,430
2,454
2,373
27.00
42.50
76.05
91.24
141.89
87.78
16.70
106.36
13.27
53.03
48.70
2,438
2,580
2,584
2,699
2,648
2,657
2,768
2,674
2,722
2,637
2,636
47.3
46.6
7.3
7.1
3,010
984
2,709
886
47.1
7.3
1,813
1,632
75.56
130.00
51.24
155.46
2,604
2,565
2,631
2,543
48.2
50.7
6.7
7.6
3,230
3,250
718
M:2509
M:34158
M:149477
M:700416
M:2521
M:34203
M:34224
M:149473
M:149476
M:700420
M:34259
M:34263
M:140642
M:34274
M:34279
M:34310
M:34306
M:34293
M:34303
M:34326
M:127032
M:34348
M:702542
M:149896
M:149895
M:126581
M:2626
M:35050
M:35064
M:35065
M:143805*
M:35066
M:35067
M:136480
M:136482
M:136483
M:136521
M:136523
M:35073
M:149657
M:2627
M:35090
M:702566
M:2630
M:2632
M:702538
M:35099
M:35100
M:702573
M:35112
M:35111
M:149412
M:35120
M:121770
M:151326
M:700487
M:142075
M:126755
M:149366
M:149450
M:700494
M:142678
M:35160
M:35162
M:35167
20N 55E 32 AAAA
20N 56E 24 CBDA
20N 57E 02 DDAA
20N 57E 16 CDDD
20N 57E 21 DCCB
20N 57E 24 CDBC
20N 57E 30 ADDD
20N 57E 30 DAAD
20N 57E 30 DAAD
20N 57E 30 DDAB
20N 58E 14 DBCD
20N 58E 19 ACDD
20N 58E 21 BBCB
20N 58E 28 BCDD
20N 58E 29 DBDB
20N 58E 32 ADAD
20N 58E 32 ADAD
20N 58E 32 ADDA
20N 58E 32 ADDC
20N 58E 33 BBDA
20N 58E 33 BCAD
20N 59E 24 CADC
21N 50E 36 ABBB
21N 50E 36 ACBB
21N 51E 14 BABD
21N 51E 19 BAAB
21N 52E 17 CABC
21N 52E 32 DDAD
21N 53E 06 CAAB
21N 53E 06 CAAB
21N 53E 08 DABB
21N 53E 09 ADBD
21N 53E 09 ADBD
21N 53E 14 BBBC
21N 53E 14 BCBB
21N 53E 14 BCCC
21N 53E 14 CBBC
21N 53E 15 AAAC
21N 53E 17 ABAB
21N 53E 17 ABAB
21N 53E 22 DAAB
21N 54E 08 DCCC
21N 54E 12 BDDD
21N 54E 22 CBDD
21N 54E 32 ABBB
21N 54E 33 DCAC
21N 54E 34 CDCD
21N 55E 01 BBBD
21N 55E 02 AADD
21N 55E 16 DCAC
21N 55E 16 DCAC
21N 55E 30 CAAB
21N 55E 34 AACD
21N 55E 34 DBBC
21N 56E 08 BAAB
21N 56E 10 BDBA
21N 56E 12 CCBD
21N 56E 12 CDCB
21N 56E 18 CDDB
21N 56E 19 CADA
21N 57E 14 CDCC
21N 57E 15 BAAB
21N 57E 26 CCAA
21N 57E 29 DDDB
21N 57E 33 AADD
SHU
SHU
SHU
DHU
DHU
FHHC
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
112
87
155
273
392
1,110
160
86
82
87
155
273
392
1,050
160
86
60
1,247
30
38
31
56
32
1,008
28
32
85
110
1,362
44
112
90
225
38
176
100
250
68
90
196
13
43
43
38
13
310
310
128
42
238
85
250
103
50
90
101
20
35
20
115
120
60
169
95
75
37
60
1,117
30
38
19
50
25
950
22
25
65
103
1,302
44
112
90
215
38
168
100
250
68
90
196
13
43
43
38
13
130
310
128
18
238
85
250
103
50
90
101
20
35
20
65
100
60
169
80
66
37
85
210
65
60
125
85
198
65
60
125
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,690
2,242
2,260
2,380
2,370
2,130
2,290
2,280
2,280
2,280
1,935
2,030
1,990
1,965
1,985
1,990
1,980
1,980
1,983
1,975
1,970
2,148
2,465
2,510
2,420
2,440
2,470
2,583
2,620
2,628
2,710
2,780
2,780
2,875
2,895
2,920
2,925
2,875
2,780
2,780
2,870
2,810
2,567
2,785
2,750
2,675
2,780
2,720
2,730
2,385
2,395
2,755
2,580
2,725
2,700
2,610
2,460
2,440
2,700
2,580
2,220
2,320
2,220
2,340
2,280
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-18
28.44
79.83
230.48
2,214
2,180
2,150
-12.90
2,143
27.61
2,252
29.01
-165.70
4.81
27.26
11.10
11.91
20.07
-154.77
19.09
21.60
21.48
16.36
-4.70
38.92
61.93
25.62
63.05
16.30
76.03
69.03
130.40
25.90
2,251
2,101
2,025
1,963
1,954
1,973
1,970
2,135
1,961
1,961
1,954
1,954
2,153
2,426
2,448
2,394
2,377
2,454
2,507
2,551
2,498
2,684
4.13
30.44
27.05
21.90
4.05
103.83
221.76
59.05
7.40
2,871
2,865
2,893
2,903
2,871
2,676
2,558
2,811
2,803
47.78
87.01
2,737
2,663
34.30
70.92
57.70
9.93
13.51
15.45
56.54
2,746
2,649
2,672
2,375
2,381
2,740
2,523
86.22
42.34
20.13
31.60
111.40
52.46
2,524
2,418
2,420
2,668
2,209
2,168
46.4
7.4
4,310
3,879
52.0
48.7
59.2
47.3
49.8
45.1
46.8
58.3
43.0
50.5
56.5
8.4
8.7
8.8
7.5
6.4
6.2
7.3
8.7
7.3
7.4
7.4
2,360
2,190
1,766
4,740
2,310
2,300
1,592
1,977
2,124
53.6
50.4
50.0
53.8
53.2
52.3
50.2
55.0
50.4
52.9
48.2
52.5
50.9
50.7
50.5
49.5
50.0
9.0
7.3
7.4
7.3
7.4
8.7
7.2
7.1
7.1
7.4
7.4
8.2
7.4
8.8
6.8
7.8
7.5
1,936
1,262
1,304
1,476
1,452
1,793
2,120
2,210
2,880
3,760
1,038
1,730
3,260
3,210
3,130
1,664
1,746
1,742
1,136
1,174
1,328
1,307
1,614
1,908
1,989
2,592
3,384
53.1
47.3
47.8
53.2
50.5
7.6
7.0
7.4
8.6
7.3
2,050
2,100
1,234
1,930
836
1,845
52.7
47.8
49.3
48.2
50.0
46.2
48.6
7.2
7.3
7.8
8.1
7.3
7.3
7.8
1,138
1,165
443
639
955
2,310
587
1,024
1,049
399
575
860
2,079
528
50.7
51.3
46.6
47.7
48.6
7.9
7.3
7.4
7.5
7.4
588
1,470
737
602
678
529
1,323
663
542
50.7
51.3
49.8
48.2
50.9
50.4
7.8
7.5
7.2
7.2
7.7
7.6
702
1,130
1,438
733
793
1,126
632
1,249
873
1,589
4,266
2,079
2,070
1,433
1,779
786
1,557
2,934
2,889
1,498
1,571
1,111
1,737
660
714
1,013
M:35168
M:35171
M:35175
M:35183
M:35188
M:150350
M:35189
M:35205
M:138000
M:35218
M:35228
M:35238
M:35241
M:35244
M:35254
M:122414
M:35553
M:35556
M:702579
M:122319
M:149891
M:35558
M:146197
M:146776
M:35566
M:35568
M:35575
M:35580
M:35583
M:700552
M:700553
M:35597
M:35598
M:139763
M:35606*
M:141511
M:141512
M:122416
M:149295
M:149422
M:35619
M:35643
M:700562
M:35648
M:35649
M:35658
M:35664
M:35666
M:35667
M:2767
M:35670
M:149383
M:151273
M:151272
M:35672
M:149482
M:35674
M:35688
M:35687
M:35689
M:152195
M:35717*
M:35725
M:35738
M:35739
21N 57E 34 DBAC
21N 57E 35 CBBD
21N 58E 02 ADAA
21N 58E 10 AABB
21N 58E 14 BBBA
21N 58E 15 DBAD
21N 58E 15 DBBB
21N 58E 15 DBDB
21N 58E 15 DCBA
21N 58E 21 CDCA
21N 58E 33 CDDB
21N 59E 06 DDAA
21N 59E 07 BCDB
21N 59E 08 BCD
21N 59E 17 CBBB
21N 60E 19 BCAA
22N 50E 08 DBAA
22N 50E 24 ABCA
22N 50E 29 CCCB
22N 50E 31 CCCA
22N 50E 32 BBCB
22N 50E 35 AADA
22N 51E 05 AAAA
22N 51E 13 BBDB
22N 51E 27 BABD
22N 52E 04 CCDD
22N 52E 16 AABB
22N 52E 25 BCCC
22N 52E 29 ADDD
22N 53E 23 ABDD
22N 53E 26 BAAA
22N 53E 29 BDB
22N 53E 30 BADB
22N 54E 03 DACA
22N 54E 04 DADA
22N 54E 06 DABD
22N 54E 18 ACBC
22N 54E 23 ACDC
22N 54E 24 ACDD
22N 54E 25 ADDA
22N 55E 01 CDCA
22N 55E 13 BCCC
22N 55E 23 ADBD
22N 55E 24 CBCB
22N 55E 24 CBCB
22N 56E 02 AAAA
22N 56E 12 CADC
22N 56E 12 CADC
22N 56E 12 CADC
22N 56E 15 BDCC
22N 56E 17 BBCB
22N 56E 17 BCBA
22N 56E 18 AABC
22N 56E 18 AACC
22N 56E 18 BABD
22N 56E 22 CADA
22N 56E 30 CBDD
22N 57E 10 AACB
22N 57E 10 AACB
22N 57E 14 DBCB
22N 57E 14 DBCB
22N 58E 10 CCCC
22N 58E 12 ABAA
22N 58E 12 DCCC
22N 58E 12 DDDC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
DHU
FHHC
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
FHHC
SHU
DHU
DHU
SHU
SHU
SHU
DHU
SHU
DHU
DHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
FHHC
FHHC
SHU
100
155
50
51
68
26
68
35
100
135
44
51
64
26
48
35
96
990
1,222
490
1,270
290
300
208
120
22
180
200
56
200
160
1,220
28
36
160
1,201
109
201
200
110
113
28
240
121
320
200
150
1,530
68
56
34
310
180
60
33
140
150
40
87
945
1,198
490
1,240
270
170
193
68
22
158
200
51
190
150
1,220
28
32
152
1,201
109
201
200
110
93
20
240
121
260
200
150
1,386
60
56
34
310
160
35
20
120
150
32
13
21
26
48
105
205
38
41
75
135
1,267
1,140
120
13
21
26
48
105
205
38
41
75
124
1,237
1,117
102
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,260
2,217
1,920
1,980
1,940
1,960
1,965
1,950
1,949
1,964
1,933
1,930
1,910
1,970
1,938
2,170
2,375
2,350
2,235
2,290
2,250
2,315
2,379
2,435
2,320
2,390
2,420
2,512
2,500
2,553
2,685
2,620
2,560
2,415
2,390
2,365
2,520
2,580
2,490
2,470
2,500
2,400
2,394
2,390
2,390
2,520
2,480
2,480
2,480
2,420
2,320
2,340
2,330
2,330
2,345
2,300
2,530
2,320
2,320
2,200
2,200
2,180
2,020
1,980
1,930
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-19
11.81
12.67
38.02
19.85
15.53
21.50
20.40
8.33
-180.03
-127.98
-40.92
-103.64
-16.52
112.45
1,908
1,967
1,902
1,940
1,949
1,929
1,929
1,956
2,113
2,058
1,951
2,074
1,955
2,058
46.73
14.60
58.35
34.10
32.50
126.68
105.29
213.40
2,303
2,220
2,232
2,216
2,283
2,252
2,330
2,107
18.18
88.45
2,402
2,424
76.49
178.11
107.77
77.80
35.09
5.45
24.98
83.68
2,477
2,507
2,512
2,482
2,380
2,385
2,340
2,436
100.45
2,390
53.63
21.45
6.83
2,346
2,373
2,383
119.14
20.85
16.00
2,401
2,459
2,464
98.01
6.91
12.33
5.60
14.59
17.85
11.50
68.18
97.85
18.20
2,322
2,313
2,328
2,324
2,315
2,327
2,289
2,462
2,222
2,302
10.97
70.10
-36.15
2,189
2,110
2,056
27.79
1,902
53.2
51.8
48.0
50.5
56.3
43.7
52.9
52.2
50.9
49.5
61.2
1,819
1,428
1,674
767
834
997
1,107
1,018
1,024
1,757
1,937
1,615
751
897
996
916
922
1,581
1,743
1,454
1,735
1,562
8.2
2,800
2,520
48.0
52.7
52.7
48.9
52.5
51.6
7.9
8.3
8.4
7.2
8.2
8.0
8.4
3,040
2,780
2,800
2,736
2,502
2,520
4,950
3,610
4,455
3,249
51.1
53.6
72.7
7.3
8.7
8.7
4,480
2,530
1,733
4,032
2,277
52.7
7.2
2,300
2,070
50.4
44.8
48.9
7.0
7.8
7.9
3,430
1,064
3,220
3,087
2,898
52.0
7.2
3,220
2,898
52.5
65.3
48.0
47.5
38.7
52.2
48.9
7.3
8.9
6.9
7.0
7.7
8.7
7.3
3,110
1,845
4,390
5,140
3,750
1,836
1,847
2,799
48.9
49.3
45.0
45.7
7.1
7.3
7.1
7.1
1,923
1,014
5,500
3,430
4,950
3,087
47.8
7.2
330
297
50.5
45.3
7.6
7.7
1,762
1,054
949
47.5
7.2
1,776
1,598
57.9
56.8
50.7
8.8
8.7
7.7
1,923
1,884
1,109
1,731
1,696
998
53.6
62.2
52.9
49.6
53.4
7.2
7.8
7.7
7.3
7.4
7.8
7.2
7.3
7.3
8.7
8.8
8.3
8.3
8.8
8.3
1,637
1,285
1,507
3,951
4,626
3,375
1,652
1,662
1,731
140
40
30
1,260
100
40
30
1,235
1,134
55
1,120
36
56
1,380
50
1,286
1,050
49
1,080
36
56
1,194
40
1,170
1,172
110
155
50
96
66
108
56
160
39
176
88
43
190
11
30
170
20
40
78
65
177
24
325
80
80
26
196
200
66
300
90
45
135
80
280
210
30
1,760
552
48
75
438
70
44
34
200
43
100
50
1,105
110
155
43
96
66
95
40
160
39
176
88
43
190
11
30
170
20
40
78
65
177
24
325
80
60
26
196
200
66
270
50
45
124
44
280
210
30
1,716
520
48
75
438
50
44
34
200
32
100
50
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
(ft)
En
ter
s
ft)
2,020
1,950
2,100
1,960
1,940
1,910
1,920
1,920
1,940
1,940
1,910
1,910
1,940
1,940
1,965
1,965
1,910
1,910
2,407
2,260
2,367
2,205
2,264
2,286
2,225
2,455
2,294
2,335
2,335
2,360
2,375
2,350
2,350
2,335
2,430
2,360
2,350
2,370
2,335
2,335
2,335
2,523
2,465
2,425
2,565
2,540
2,435
2,449
2,470
2,360
2,360
2,350
2,600
2,660
2,420
2,420
2,440
2,460
2,400
2,360
2,300
2,300
2,360
2,326
2,580
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
FHHC
SHU
SHU
FHHC
SHU
FHHC
UNK
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
DHU
SHU
FHHC
DHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SW
LE
22N 58E 13 BBAB
22N 58E 13 CCDD
22N 58E 19 BDCB
22N 58E 23 DAAA
22N 58E 35 DADB
22N 58E 36 AAAB
22N 58E 36 ABAB
22N 58E 36 DDDC
22N 59E 05 CDDD
22N 59E 15 ACCA
22N 59E 16 DABC
22N 59E 16 DABC
22N 59E 18 DCCB
22N 59E 20 DAAD
22N 59E 28 CBCB
22N 59E 28 CBCB
22N 59E 30 CCCB
22N 59E 31 BDCC
23N 50E 04 DCBA
23N 50E 27 ADAD
23N 50E 30 BBAB
23N 51E 04 BAAA
23N 51E 12 ABDC
23N 51E 12 DABB
23N 51E 20 BBBD
23N 51E 34 DDCA
23N 52E 07 CDBD
23N 52E 18 BDAC
23N 52E 22 CAAB
23N 52E 32 DCCD
23N 52E 32 DCDD
23N 53E 01 ABAA
23N 53E 01 ABAC
23N 53E 10 DDDD
23N 53E 13 DDDA
23N 53E 14 BAAB
23N 53E 14 BBAC
23N 53E 14 BBDA
23N 53E 21 CDAC
23N 53E 27 BBDA
23N 53E 27 BBDA
23N 54E 18 ADBD
23N 54E 18 CAAD
23N 54E 32 CABB
23N 54E 34 ABDA
23N 55E 06 ABAA
23N 55E 15 DDAA
23N 55E 27 ADDB
23N 55E 34 AABB
23N 55E 36 DCDA
23N 55E 36 DCDA
23N 55E 36 DDCC
23N 56E 11 DCCB
23N 56E 13 DCDB
23N 56E 20 ADDA
23N 56E 21 BCCA
23N 56E 23 BBCA
23N 56E 28 ABBB
23N 57E 08 ACBB
23N 57E 10 ACAC
23N 57E 14 ADAD
23N 57E 14 ADDB
23N 57E 22 DDDA
23N 57E 23 DBCD
23N 57E 32 ADDD
SW
LD
ep
th
M:35740
M:2770
M:700577
M:35748
M:148624
M:35771
M:35941
M:35773
M:149652
M:35874
M:79510
M:35881
M:35890
M:35899
M:35917
M:35918
M:148618
M:126584
M:702618
M:702610
M:36243
M:129246
M:149894
M:700642
M:36251*
M:700650
M:700651
M:2911
M:2912
M:36267
M:36268
M:700665
M:36270
M:36271
M:36272
M:2914
M:700670
M:700671
M:149420
M:139771
M:700674
M:700682
M:700684
M:700688
M:121097
M:36295
M:36304
M:133191
M:36330
M:148623
M:148498
M:36336
M:36349
M:121774
M:149382
M:36355
M:36358
M:36360
M:36376
M:2921
M:149314
M:36387
M:2923
M:148615
M:148625
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-20
50.43
29.99
1,970
1,920
10.53
1,909
6.40
25.54
-110.07
13.29
1,934
1,914
2,020
1,897
-106.26
-86.46
35.65
-9.29
9.15
36.00
46.88
46.72
12.30
20.90
15.41
26.97
59.60
9.42
50.12
3.11
5.61
2,046
2,051
1,929
1,919
1,901
2,371
2,213
2,320
2,193
2,243
2,271
2,198
2,395
2,285
2,285
2,332
2,354
3.75
13.25
2,346
2,337
25.50
68.50
10.34
87.25
2,405
2,292
2,340
2,283
18.77
2,316
106.83
39.28
177.76
52.77
2,358
2,386
2,387
2,487
66.23
43.45
38.20
35.57
18.00
2,383
2,427
2,322
2,324
2,332
24.70
30.60
2,395
2,389
42.10
19.37
19.95
26.40
2,418
2,381
2,340
2,274
11.85
11.93
2,348
2,314
48.6
50.9
42.1
52.0
42.8
62.2
47.5
63.5
47.3
8.6
7.7
7.5
8.7
7.7
8.8
7.8
8.8
7.6
2,250
1,100
2,070
1,869
1,047
1,654
1,441
1,681
1,152
2,025
61.9
8.7
1,723
62.2
8.8
1,785
67.1
8.7
1,874
1,687
49.1
45.5
8.5
7.8
2,260
2,170
2,034
1,953
53.4
51.3
49.5
7.5
7.7
7.8
1,241
2,250
2,920
1,117
2,025
2,628
50.0
46.2
51.1
6.8
7.6
8.9
3,220
3,860
2,220
2,898
3,474
47.7
52.7
8.1
8.8
3,740
2,200
3,366
1,980
48.2
7.7
3,350
50.9
8.6
3,310
53.4
48.9
49.3
8.8
8.1
7.5
3,040
3,860
4,200
3,474
3,780
49.6
49.3
7.3
7.3
1,296
1,449
1,166
1,304
51.6
47.7
46.9
47.8
46.9
47.7
48.2
47.5
58.3
51.6
7.5
6.9
7.5
8.1
7.2
8.8
8.9
7.5
8.9
7.2
2,100
3,590
1,262
3,540
1,696
2,500
2,060
2,570
1,950
2,210
1,890
3,231
1,136
3,186
1,526
2,250
46.0
52.2
7.2
8.6
2,120
1,782
1,908
1,604
47.5
50.5
48.0
48.0
44.6
47.7
43.9
7.4
7.5
7.1
7.2
7.9
7.5
7.9
895
629
2,060
1,232
919
791
481
806
1,863
1,682
942
1,489
1,297
1,513
1,037
1,755
1,989
1,854
1,109
712
433
M:148626
M:151284
M:36421
M:36423*
M:152203
M:151485
M:36436
M:36447
M:36459
M:2926
M:36466
M:36467
M:36487
M:36499
M:146788
M:122067
M:700709
M:2927
M:136651*
M:36643
M:36647
M:36666
M:36668
M:36693
M:132774
M:36707
M:36706
M:36711
M:36712*
M:700762
M:36756
M:700779
M:36785
M:36788
M:37141
M:37143
M:149893
M:37156
M:37161
M:37166
M:37169
M:37170
M:37171
M:37167
M:37178
M:3010
M:149440
M:37181
M:37185
M:37186
M:37187
M:37190
M:3011
M:121101
M:149296
M:37200
M:700809
M:700810
M:700812
M:37217
M:149481
M:149480
M:37232
M:37249
M:37248
23N 57E 32 BBAB
23N 57E 34 BABB
23N 58E 02 CADC
23N 58E 02 CBDC
23N 58E 02 CBDC
23N 58E 02 CBDC
23N 58E 05 DDAA
23N 58E 10 CDCB
23N 58E 14 ABCC
23N 58E 18 ACBB
23N 58E 19 BABB
23N 58E 19 BABB
23N 58E 34 BDDB
23N 59E 01 BBAA
23N 59E 01 DCCB
23N 59E 08 CDDD
23N 59E 12 ACAD
23N 59E 13 CCCC
23N 59E 15 ADBCB
23N 59E 29 BABB
23N 59E 29 BBCC
23N 59E 30 DADC
23N 59E 30 DADD
23N 59E 32 AADA
23N 59E 32 ADDC
23N 59E 32 BABC
23N 59E 32 BABD
23N 59E 32 CBBA
23N 59E 32 CBBB
23N 59E 32 DDDB
23N 59E 33 BDBA
23N 60E 18 AABD
23N 60E 19 ADBA
23N 60E 20 ABBD
24N 51E 08 CBDB
24N 51E 18 DABB
24N 51E 29 ACD
24N 52E 28 BABB
24N 52E 29 ABDB
24N 53E 01 DABD
24N 53E 06 DAAA
24N 53E 08 CAAD
24N 53E 08 CCDD
24N 53E 09 BABB
24N 53E 14 CBAA
24N 53E 15 CCCD
24N 53E 24 DCDA
24N 53E 25 CBBD
24N 54E 06 CBB
24N 54E 06 CBB
24N 54E 07 BCCA
24N 54E 09 BBBA
24N 54E 09 CDBC
24N 54E 15 BBAA
24N 54E 20 BCCC
24N 54E 20 BCCC
24N 54E 23 DABA
24N 54E 29 CAAB
24N 54E 30 DCBD
24N 55E 01 CAAA
24N 55E 03 DCDD
24N 55E 11 CCAC
24N 55E 14 BBBB
24N 56E 01 DDAB
24N 56E 01 DDCA
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
160
126
31
44
93
25
60
40
124
24
1,540
78
280
28
36
83
19
140
1,420
123
1,265
40
102
110
47
80
95
23
45
68
1,290
80
202
423
40
104
36
55
178
75
32
49
31
30
160
40
200
60
40
61
40
90
170
35
129
190
50
34
35
120
83
495
56
160
126
31
44
25
25
38
20
124
24
1,446
68
255
22
36
83
5
120
1,315
123
1,214
25
67
103
25
74
72
23
45
68
1,240
80
182
423
30
98
12
55
101
75
32
28
31
30
160
40
190
40
30
61
40
61
160
35
129
190
50
34
35
120
75
495
56
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,580
2,500
2,255
2,249
2,249
2,249
2,305
2,220
2,180
2,280
2,260
2,260
2,240
1,910
1,900
2,160
1,900
1,910
1,917
1,990
2,030
2,000
1,980
1,945
1,947
1,963
1,962
1,970
1,969
1,940
1,943
1,890
1,900
1,920
2,283
2,323
2,205
2,300
2,337
2,335
2,389
2,295
2,297
2,310
2,335
2,285
2,330
2,310
2,340
2,340
2,365
2,325
2,355
2,365
2,400
2,390
2,500
2,420
2,340
2,260
2,255
2,315
2,320
2,440
2,460
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-21
15.81
28.52
27.52
28.11
2,239
2,220
2,221
2,221
18.40
38.26
20.83
20.06
10.68
177.80
26.66
2,202
2,142
2,259
2,240
2,249
2,062
1,883
26.95
11.10
16.85
8.83
43.50
-33.94
48.76
-67.22
10.61
12.57
23.46
27.08
23.40
24.33
2,133
1,889
1,893
1,909
1,947
2,064
1,951
2,047
1,934
1,935
1,940
1,935
1,947
1,945
14.64
12.75
-48.04
31.72
148.95
212.09
12.21
25.76
26.91
25.15
88.85
20.26
19.65
13.79
1,928
1,877
1,948
1,888
2,134
2,111
2,193
2,274
2,310
2,310
2,300
2,275
2,277
2,296
13.30
88.60
13.19
27.21
27.87
2,272
2,241
2,297
2,313
2,312
25.60
16.00
27.86
106.80
19.44
81.04
50.92
47.70
10.25
1.34
74.82
33.10
202.09
31.04
2,299
2,339
2,337
2,293
2,371
2,419
2,369
2,292
2,250
2,254
2,240
2,287
2,238
2,429
43.9
50.9
7.5
7.3
496
2,030
446
1,827
49.6
7.5
1,729
51.3
45.1
9.4
7.3
2,840
2,950
2,556
2,655
47.5
48.0
44.4
58.3
49.5
51.3
7.7
7.3
7.7
8.8
8.5
7.6
1,837
2,400
3,190
1,931
2,420
3,080
2,160
2,871
1,738
2,178
2,772
48.0
45.9
52.5
50.5
54.5
50.9
57.4
50.5
57.2
49.1
50.2
7.6
9.1
7.5
8.5
8.8
8.1
9.0
7.6
7.1
7.5
7.5
1,096
975
1,080
2,620
1,918
2,010
1,740
1,435
502
1,240
879
50.7
52.2
7.5
7.7
1,100
947
852
64.9
53.4
8.7
7.1
2,140
4,940
1,926
4,446
49.1
47.7
46.9
8.3
7.4
7.5
3,820
809
2,350
3,438
728
2,115
49.8
8.5
3,140
2,826
46.4
7.5
1,786
1,607
47.3
59.7
48.2
7.5
8.3
7.5
5,100
3,630
4,810
4,590
3,267
4,329
46.8
46.9
46.6
50.0
49.6
54.1
50.0
7.2
7.5
7.0
8.2
7.1
8.3
6.8
4,580
3,740
3,260
3,030
2,400
3,370
2,830
4,122
3,366
2,934
2,727
2,160
3,033
2,547
986
2,358
1,726
1,809
1,566
M:149413
M:37259*
M:139776
M:37309
M:37310
M:37319
M:135631
M:37331
M:149342
M:37340
M:37349
M:3027
M:37353
M:149358
M:37366
M:37379
M:37383
M:37384
M:37385
M:37386
M:3029
M:3031
M:136625
M:37462
M:146781
M:37856
M:37857
M:37858
M:149417
M:149439
M:37875
M:149639
M:37881
M:37887
M:37896
M:3063
M:37909
M:37911
M:37910
M:151287
M:37920
M:37948
M:140089
M:37952
M:37950
M:37955
M:37957
M:37967
M:37970
M:37974
M:139781
M:3069
M:38000
M:3070
M:38017
M:38021
M:38029
M:38030
M:3073
M:38041
M:38043
M:38057
M:38067
M:38083
M:3075
24N 56E 07 DDBB
24N 56E 25 DDAC
24N 57E 15 BBC
24N 57E 36 BCAA
24N 57E 36 DBAA
24N 58E 09 BABB
24N 58E 20 DBAB
24N 58E 27 BBCB
24N 58E 28 AAAB
24N 58E 33 AAAD
24N 59E 03 ABBA
24N 59E 03 ADAA
24N 59E 04 ABAB
24N 59E 10 CDBD
24N 59E 17 ACDA
24N 59E 25 CDCC
24N 59E 26 DADC
24N 59E 28 CCDC
24N 59E 29 AACA
24N 59E 30 DBBD
24N 59E 33 CADA
24N 60E 07 ABAD
24N 60E 17 AABC
24N 60E 30 CAAA
24N 60E 30 DCDD
25N 51E 03 ACDB
25N 51E 03 ACDB
25N 51E 04 BBCB
25N 51E 10 BAAD
25N 51E 10 BADA
25N 51E 20 CBDB
25N 51E 34 DCBC
25N 52E 05 CCBD
25N 52E 13 AADA
25N 52E 22 CDCA
25N 52E 27 BABB
25N 52E 30 ADCC
25N 52E 31 CCDA
25N 52E 31 CCDD
25N 52E 36 AADC
25N 53E 07 CDAC
25N 53E 34 AAAD
25N 53E 35 BCAC
25N 53E 35 BCBC
25N 53E 35 BCCA
25N 54E 02 BAAA
25N 54E 05 BCBB
25N 54E 17 CCCC
25N 54E 18 DCDA
25N 54E 20 BACB
25N 54E 20 BDBD
25N 54E 30 DAAA
25N 54E 36 ABBB
25N 55E 03 BDAC
25N 55E 25 ACBA
25N 55E 25 DAAA
25N 56E 02 CDDD
25N 56E 02 DCCC
25N 56E 11 BAAB
25N 56E 18 DCDB
25N 56E 19 CCCA
25N 57E 02 BDBB
25N 57E 11 ADBC
25N 57E 28 BBBB
25N 57E 29 AAAD
DHU
SHU
SHU
SHU
DHU
FHHC
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
DHU
DHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
DHU
DHU
SHU
SHU
DHU
SHU
DHU
SHU
FHHC
SHU
DHU
260
60
140
40
355
1,720
260
60
160
186
310
90
36
57
65
100
1,348
1,480
65
52
61
472
27
40
37
30
40
72
130
47
28
250
16
130
20
339
1,660
220
60
160
186
310
46
12
57
65
86
1,302
1,410
65
20
55
472
27
35
28
30
40
72
130
47
22
203
48
70
40
168
73
120
175
48
40
20
160
55
105
32
20
95
380
280
262
40
31
258
40
160
665
60
203
210
242
60
61
280
295
500
38
1,815
55
818
32
20
85
310
280
252
10
22
238
15
120
665
50
152
202
213
60
61
280
107
440
22
1,775
55
818
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,320
2,460
2,360
2,310
2,340
2,275
2,320
2,260
2,240
2,300
2,160
2,140
2,080
2,100
2,160
1,930
1,950
2,100
2,160
2,060
2,020
2,100
1,905
1,895
1,890
2,255
2,255
2,390
2,240
2,230
2,102
2,290
2,310
2,325
2,315
2,295
2,290
2,210
2,170
2,370
2,285
2,290
2,295
2,290
2,290
2,180
2,195
2,245
2,320
2,240
2,245
2,315
2,265
2,317
2,330
2,350
2,205
2,195
2,245
2,260
2,450
2,300
2,305
2,320
2,330
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-22
96.95
4.58
28.99
6.90
204.42
2,223
2,455
2,331
2,303
2,136
18.90
33.80
82.00
144.13
37.70
10.41
23.75
32.26
31.34
-96.45
44.36
46.11
15.32
23.20
245.57
16.85
8.09
14.48
16.41
9.40
14.80
2,241
2,206
2,218
2,016
2,102
2,070
2,076
2,128
1,899
2,046
2,056
2,114
2,045
1,997
1,854
1,888
1,887
1,876
2,239
2,246
2,375
3.30
20.88
33.07
53.12
18.41
35.26
16.90
34.70
46.49
18.55
56.67
14.56
15.64
29.55
80.60
57.96
52.45
5.80
11.70
2,227
2,081
2,257
2,257
2,307
2,280
2,278
2,255
2,164
2,151
2,313
2,270
2,274
2,265
2,209
2,232
2,128
2,189
2,233
6.50
9.09
2,234
2,236
16.27
78.13
91.65
107.53
21.52
9.23
154.70
66.02
301.94
8.66
2,249
2,239
2,238
2,242
2,183
2,186
2,090
2,194
2,148
2,291
15.93
242.95
2,304
2,087
51.3
8.3
3,050
2,745
47.3
44.6
57.0
7.2
7.7
8.5
3,890
6,830
3,060
6,147
2,754
50.5
47.3
49.6
49.8
52.7
48.4
45.9
46.4
50.7
50.0
65.5
54.0
8.3
7.2
7.3
7.2
8.4
7.5
7.1
7.0
7.5
8.6
8.7
8.7
3,050
2,510
1,852
2,600
3,100
1,104
3,520
1,735
605
2,410
2,090
1,994
48.2
7.1
1,443
46.6
52.9
50.9
46.0
7.7
7.5
8.0
7.5
1,653
1,871
3,500
4,380
1,488
1,684
3,150
3,942
62.1
54.1
48.6
8.3
8.1
7.5
2,450
3,520
3,870
2,205
3,168
49.1
8.3
5,230
4,707
49.1
49.5
7.6
7.8
2,180
2,100
1,962
49.8
49.8
7.8
8.2
3,700
4,600
3,330
4,140
46.8
48.7
52.2
51.8
52.0
45.5
46.0
46.6
45.7
7.6
7.4
8.6
8.6
8.8
7.9
9.5
7.5
7.9
871
3,420
2,830
2,740
2,960
2,590
2,500
4,350
4,530
784
3,078
2,547
2,466
2,664
2,331
2,250
3,915
4,077
55.2
50.5
50.7
50.7
51.8
8.5
7.4
7.2
8.5
8.4
2,680
3,340
2,720
3,300
2,860
48.6
53.2
52.2
56.8
46.6
66.4
44.6
59.9
7.2
8.6
7.0
8.7
7.5
8.7
7.6
8.4
6,760
3,300
4,000
2,620
3,900
2,200
3,040
2,220
2,745
2,259
1,667
2,340
3,168
1,562
545
2,169
1,881
1,795
3,006
2,970
2,574
6,084
3,600
2,358
3,510
1,980
2,736
M:38090
M:38096
M:38095
M:38101
M:38113
M:700826
M:148597
M:38144
M:152190
M:38151
M:148596
M:128170
M:38161
M:38169
M:38180
M:128171
M:3110*
M:141510
M:38542
M:38543
M:38546
M:128173
M:3220
M:143947
M:121169
M:145622
M:38563
M:38565
M:38568
M:149353
M:38575
M:38576
M:38578
M:38580
M:38585
M:38587
M:38586
M:121170
M:38594
M:38597
M:38599
M:138009*
M:149294
M:38604
M:38608
M:124343
M:123529
M:38616
M:38618
M:38628
M:38630
M:38631
M:38635
M:38641
M:38644
M:149437
M:38650
M:38662
M:38671
M:38678
M:38712
M:38681
M:38688
M:38693
M:38703
25N 57E 29 DDAA
25N 57E 32 DDCD
25N 57E 32 DDCD
25N 58E 03 BBCA
25N 58E 12 CDDD
25N 58E 21 DDDC
25N 58E 22 AABD
25N 58E 36 CAAC
25N 59E 06 BAAA
25N 59E 07 BBCB
25N 59E 18 AAAA
25N 59E 18 AAAA
25N 59E 18 CABC
25N 59E 25 BBBB
25N 59E 30 DDDA
25N 59E 32 AADA
25N 59E 33 DCBD
26N 51E 23 ADAC
26N 51E 30 BDCC
26N 51E 30 BDDC
26N 51E 33 DACB
26N 51E 34 ADDD
26N 52E 05 ACCB
26N 52E 13 CBAD
26N 52E 14 DAAD
26N 52E 26 DCDD
26N 52E 26 DDCC
26N 52E 26 DDCC
26N 52E 27 CDCC
26N 52E 34 ABBB
26N 52E 35 ABBB
26N 52E 35 BADA
26N 53E 07 DACC
26N 53E 09 CCAD
26N 53E 20 DAAD
26N 53E 21 BCDA
26N 53E 21 BDCA
26N 53E 27 ABCB
26N 54E 03 DCAA
26N 54E 09 CACB
26N 54E 09 CADB
26N 54E 17 DCAA
26N 54E 21 AAAD
26N 54E 21 DDAA
26N 54E 23 CCBA
26N 54E 23 CCBC
26N 54E 32 ADDD
26N 54E 34 BACD
26N 55E 01 ABCA
26N 55E 25 BDAC
26N 55E 26 DBAD
26N 55E 27 DCDD
26N 55E 30 CCCD
26N 55E 32 CBCC
26N 56E 03 CBAB
26N 56E 03 CBAC
26N 56E 13 BCDD
26N 56E 24 DADB
26N 56E 31 CCCC
26N 57E 01 BBAD
26N 57E 01 DDDC
26N 57E 11 BDBA
26N 57E 18 ADAB
26N 57E 19 BBCA
26N 57E 32 CCBB
DHU
DHU
SHU
SHU
FHHC
SHU
DHU
SHU
SHU
FHHC
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
FHHC
DHU
SHU
FHHC
DHU
DHU
SHU
SHU
301
250
28
80
1,500
149
326
27
35
1,505
50
200
1,488
24
120
156
72
93
311
42
149
100
90
26
353
85
36
121
353
150
52
260
103
71
54
59
35
205
40
185
885
240
301
250
28
75
1,400
141
326
20
35
1,410
50
183
1,446
24
100
145
65
93
311
42
149
90
80
26
342
72
36
121
353
150
30
240
25
65
54
59
35
195
35
160
885
240
55
43
300
160
40
87
210
100
115
60
20
296
80
125
860
325
88
1,335
300
582
140
70
55
25
244
136
12
80
190
55
103
34
14
296
80
115
760
325
82
1,293
300
582
124
70
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
SW
LD
ep
th
ft)
2,310
2,295
2,295
2,090
2,050
2,225
2,160
2,095
2,065
2,050
2,010
2,005
2,040
1,935
2,155
2,160
2,168
2,140
2,260
2,250
2,380
2,285
2,000
2,238
2,250
2,270
2,270
2,275
2,345
2,335
2,290
2,300
2,170
2,100
2,170
2,145
2,135
2,240
2,130
2,065
2,075
2,195
2,175
2,150
2,115
2,115
2,155
2,145
1,995
2,110
2,145
2,260
2,135
2,165
2,090
2,090
2,105
2,230
2,140
1,910
1,915
2,140
2,225
2,175
2,250
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-23
173.08
92.54
6.56
26.50
-74.38
76.11
137.07
13.20
9.85
-32.79
10.30
9.51
2,137
2,202
2,288
2,064
2,124
2,149
2,023
2,082
2,055
2,083
2,000
1,995
18.30
19.62
69.38
64.50
27.55
1,917
2,135
2,091
2,104
2,112
2.05
24.46
26.88
2,248
2,356
2,258
7.66
234.87
17.99
7.42
12.02
2,230
2,015
2,252
2,263
2,263
34.30
15.63
108.76
18.51
4.22
16.70
15.04
13.40
2,301
2,274
2,191
2,151
2,096
2,153
2,130
2,122
25.33
-1.80
55.64
93.40
60.76
30.61
9.58
2,105
2,067
2,019
2,102
2,114
2,119
2,105
3.18
2,152
2.95
32.45
26.20
75.70
13.37
6.72
1,992
2,078
2,119
2,184
2,122
2,158
44.01
69.61
87.52
21.22
25.01
-109.76
168.86
272.68
54.11
2,046
2,035
2,142
2,119
1,885
2,025
1,971
1,952
2,121
53.1
50.0
45.3
46.8
54.0
48.9
50.4
8.5
8.0
7.1
7.5
8.9
8.2
8.6
2,940
3,080
4,240
4,390
2,100
2,970
2,900
2,646
2,772
3,816
3,951
1,890
2,673
2,610
46.6
53.6
46.0
48.0
46.9
7.3
8.7
7.6
8.5
8.7
4,160
2,110
2,650
2,870
1,836
3,744
1,899
2,385
2,583
1,652
50.7
45.7
7.7
7.8
3,720
1,930
3,348
1,737
56.3
53.1
8.4
7.0
3,070
49.5
7.7
55.0
49.6
49.6
49.8
57.2
50.2
51.6
53.8
48.4
48.6
8.9
7.1
7.4
7.5
8.9
7.3
7.3
8.5
7.5
7.8
1,860
2,060
2,530
2,440
1,850
2,580
2,960
4,500
1,570
4,280
1,674
47.3
45.3
50.2
47.8
50.7
62.4
56.1
50.2
49.3
50.2
57.9
7.5
7.6
8.4
7.2
8.7
8.9
8.3
7.2
7.1
7.3
8.6
3,470
3,590
4,300
3,123
3,231
3,870
2,330
1,950
3,110
3,140
1,920
2,360
2,420
2,097
1,755
42.8
48.2
55.4
54.9
52.9
48.9
7.3
8.3
8.8
8.6
7.3
7.2
1,080
64.6
50.7
8.8
7.7
1,200
3,980
3,400
3,120
2,770
2,010
5,300
3,980
5,210
3,060
2,808
2,493
1,809
4,770
3,582
4,689
59.4
51.3
48.0
73.4
8.3
8.6
7.5
8.7
2,430
2,830
6,010
2,110
2,187
2,547
5,409
1,899
57.2
48.6
48.6
8.5
6.9
7.9
2,040
3,110
2,080
1,836
2,277
2,196
1,665
2,322
2,664
1,413
3,852
2,826
1,728
2,124
2,178
1,872
M:38713
M:125716
M:38739
M:3232
M:38742
M:149479
M:38755
M:38756
M:3234
M:700853
M:39372
M:39373
M:39374
M:39377
M:700873
M:39381
M:149887
M:39392
M:39395
M:121112
M:121114
M:3355
M:700893
M:39400
M:121115
M:39406
M:700906
M:39415
M:3362
M:39418
M:39421
M:150965*
M:700921*
M:39424
M:700924
M:39436
M:39438
M:149644
M:39444
M:39445*
M:700933
M:39452
M:40198
M:148595
26N 58E 08 ACAB
26N 58E 27 CCDD
26N 59E 22 DADD
26N 59E 22 DBDD
26N 59E 23 ABCA
26N 59E 24 CBCC
26N 59E 26 ADDD
26N 59E 29 CDDC
26N 59E 32 BAAA
27N 51E 27 BCBC
27N 51E 30 ACCD
27N 51E 33 AADA
27N 51E 35 DDCB
27N 52E 28 ABCA
27N 52E 32 ADCC
27N 53E 04 BBCA
27N 53E 10 BCCA
27N 53E 29 DDBB
27N 53E 34 AAAA
27N 53E 34 ADCD
27N 53E 35 CBBA
27N 54E 07 BADD
27N 54E 08 BDBD
27N 54E 09 BACC
27N 54E 20 CDBC
27N 54E 32 CBCD
27N 55E 12 BCBC
27N 55E 22 AABC
27N 55E 23 DDBD
27N 55E 24 CDBA
27N 55E 26 CDAA
27N 56E 03 BDBB
27N 56E 03 CCAD
27N 56E 06 CCCB
27N 56E 07 ACBC
27N 56E 22 DCBD
27N 56E 22 DDDC
27N 56E 23 CDBA
27N 56E 32 BDAC
27N 56E 34 AABC
27N 57E 32 BAAC
27N 57E 32 BCDA
28N 53E 32 ADDC
28N 53E 32 ADDD
FHHC
DHU
SHU
SHU
FHHC
SHU
FHHC
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
DHU
FHHC
SHU
FHHC
SHU
DHU
SHU
SHU
DHU
DHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
FHHC
SHU
SHU
DHU
DHU
SHU
SHU
1,370
273
36
184
1,385
1,442
30
185
60
53
90
79
94
100
92
100
65
30
240
250
684
98
900
140
815
48
32
563
443
78
21
75
1,387
30
185
60
47
80
74
94
100
92
100
65
30
200
215
684
98
795
125
815
48
32
563
443
38
21
68
20
70
67
20
70
67
50
118
490
490
114
60
50
90
490
490
114
60
(ft)
lev
ati
on
Inv
(ft)
en
Te torie
mp
d
era
tur
e(
de
Fie
gF
ld
)
pH
Fie
ld
(:m Con
ho duc
s)
tiv
ity
Su
m
Co of D
i
ns
titu ssolv
en
e
ts d
SW
LE
En
ter
s
1,434
300
36
212
1,430
SW
LD
ep
th
ft)
1,895
2,110
1,890
1,905
1,880
1,880
1,878
2,115
2,110
1,960
1,955
1,975
1,985
1,940
1,975
1,955
1,965
2,020
2,085
2,180
2,120
1,935
1,950
1,922
2,080
2,045
1,920
1,960
2,045
1,995
1,985
1,902
1,908
1,905
1,905
2,015
2,030
2,205
2,090
2,075
1,940
1,960
1,930
1,930
De
pth
Wa
ter
Alt
itu
de
(ft)
To
tal
De
pth
(
dro
log
ic U
nit
Hy
Lo
ca
tio
n
Sit
e
Nu
mb
er
(ft)
B-24
-153.61
118.85
2,049
1,991
37.71
-186.10
11.73
1,867
2,066
1,868
5.64
118.01
26.29
2,109
1,992
1,934
37.30
42.45
15.55
1,938
1,943
1,924
25.40
44.37
15.71
7.01
116.95
84.64
-54.10
42.76
-70.74
39.31
1,930
1,921
2,004
2,078
2,063
2,035
1,989
1,907
1,993
2,041
15.06
4.61
-15.80
66.56
24.11
15.69
19.02
-53.98
14.21
25.40
34.70
148.39
35.40
38.40
1,905
1,955
2,061
1,928
1,961
1,886
1,889
1,959
1,891
1,990
1,995
2,057
2,055
2,037
3.32
1,957
13.67
1,916
43.2
49.3
64.0
50.2
60.4
8.6
8.2
8.2
8.6
8.6
1,752
2,340
2,140
2,980
1,800
1,577
62.4
8.7
2,370
2,133
48.2
58.5
50.2
8.7
6.9
7.5
2,600
3,480
3,132
51.3
46.9
53.2
52.3
49.1
7.8
7.7
7.0
8.8
7.6
3,010
2,640
2,709
2,376
51.4
8.2
64.0
8.7
52.0
8.7
55.4
8.6
49.3
54.0
7.7
8.5
4,320
2,570
3,888
54.0
8.4
2,700
2,430
67.8
8.8
2,170
1,953
59.4
8.3
2,490
2,241
49.1
48.9
8.6
8.6
1,914
1,822
1,723
1,926
1,620
Appendix C
Inorganic Water-Quality Data
DHU
FHHC
DHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
FHHC
FHHC
FHHC
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
SHU
DHU
SHU
FHHC
DHU
DHU
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
FHHC
DHU
SHU
DHU
0.6
0.5
0.8
0.5
1.6
1.8
1.5
1.9
3.5
9.2
0.8
0.6
0.8
0.9
5.1
3.1
1.1
1.3
6.1
0.8
1.1
1.7
0.8
2.0
5.6
1.2
1.2
0.0
0.9
0.9
0.9
0.9
1.0
0.9
4.3
5.8
1.5
1.6
5.1
1.2
(S
od
ium
log
ic
Hy
dro
on
02N 61E 23 DABB
02N 61E 36 DADC
03N 59E 23 CCCC
03N 60E 26 AABA
04N 58E 13 BADD
04N 58E 13 BADD
04N 59E 10 DBBB
04N 59E 17 DADD
04N 61E 30 DBAC
04N 61E 31 DDD
05N 56E 17 DD
05N 56E 32 CBAA
05N 57E 04 ADDB
05N 57E 04 ADDB
05N 57E 11 BADB
05N 57E 28 DAAB
05N 59E 01 DDDB
05N 59E 09 ABAB
05N 59E 15 DBBA
05N 59E 18 AAAB
05N 59E 30 AAA
05N 60E 17 BCB
06N 56E 31 BC
06N 59E 11 CAD
06N 60E 08 DBAA
07N 55E 30 DDDD
07N 59E 08 CABC
07N 59E 11 CB
07N 59E 11 CCAB
07N 59E 11 CDB
07N 59E 11 DCA
07N 59E 11 DCB
07N 59E 14 AAC
07N 59E 24 DCBB
07N 60E 10 DAAC
07N 60E 25 BACB
07N 61E 06 DCBB
08N 56E 01 DDCD
08N 57E 14 DABA
08N 57E 26 CCDA
1.2
0.8
1.5
1.7
42.4
43.6
8.5
38.6
82.1
150.0
0.3
1.0
1.0
1.2
144.0
95.6
2.3
3.6
197.5
1.1
2.7
39.3
0.6
5.9
160.5
1.5
2.5
0.1
2.4
2.2
2.2
2.3
2.4
1.3
58.9
273.7
1.7
2.9
206.0
2.5
0.2 0.05
0.1 0.03
0.3 0.03
0.3 0.55
24.4 0.14
24.6 0.14
3.1 0.12
20.6 0.61
62.4 0.36
64.0 1.85
0.6 0.08
0.2 0.02
0.2 0.05
0.3 0.05
93.0 1.20
73.2 0.06
0.5 0.09
0.7 0.05
104.1 2.60
0.1 0.08
0.5 0.06
15.7 <.01
0.4 0.03
1.7 <.01
109.7 6.80
0.6 0.07
0.7 0.04
0.1
0.3 0.01
0.5 0.03
0.1 0.02
0.1 0.02
0.4 0.02
0.3 0.21
30.4 0.27
110.7 <.003
0.6 0.06
1.5 0.06
145.0 0.05
0.6 0.23
0.01
0.01
<.01
0.01
0.09
0.09
0.01
0.02
0.17
0.16
0.05
0.01
0.01
0.01
0.16
0.12
0.01
0.01
0.57
0.01
0.01
0.01
0.00
0.02
0.14
0.01
0.01
7.3
10.6
8.2
9.2
19.9
19.7
7.9
18.7
12.4
14.1
14.0
10.3
9.6
11.3
4.8
16.9
13.5
12.2
14.5
11.3
9.9
15.6
12.0
8.9
32.5
8.0
9.2
0.01
0.01
0.01
0.01
0.01
0.02
0.81
0.03
0.01
0.00
0.57
0.01
9.9
9.0
9.0
9.0
10.7
14.0
36.7
18.9
11.4
7.6
12.2
7.1
11.0
9.1
2.8
3.0
2.5
2.5
3.2
1.5
3.0
3.1
2.9
2.0
4.3
4.0
3.0
90.0
5.0
4.5
5.5
9.3
2.4
6.4
6.2
0.5
7.5
8.5
8.0
16.0
7.0
12.2
21.6
16.9
9.3
5.0
12.0
30.0
0.5
10.0
18.6
11.0
0.90 603 45.6
229 0.01
0.50 397 36.0
57 0.14
0.30 686 38.4
185 0.36
0.50 609 56.8
285 0.13
0.20 320 17.8
100 1.75
0.20 384
0.0
100 2.75
0.20 576 14.4
552 0.01
0.30 360
0.0
85 0.13
0.60 424
0.0
138 3.50
0.20 587
0.0
496 0.01
0.60 522
0.0
103 0.05
0.70 426 51.8
100 0.13
1.00 528 47.5
100 0.01
0.20 540 43.2
100 0.13
0.10 704 20.8
600 0.13
0.90 400
0.0
150 20.00
0.20 737 69.6
200 0.13
0.54 813 82.8
350 0.13
0.80 548
0.0 1,000 0.13
0.50 436 34.1
197 0.47
0.60 611 24.5
433 0.38
0.20 289
0.0
29 2.60
0.40 468 14.0
126 0.02
0.80 1,003 20.2
798 0.50
0.10 716
0.0 2,000 0.13
5.00 972 44.4
8 0.13
1.00 752 39.6
337 0.13
525 108.0
272
0.50 642 14.4
254 0.10
0.50 610 33.6
268 0.10
0.30 510 32.6
321 0.60
0.40 534 37.4
280 0.20
0.20 605 27.4
299 0.10
0.30 485
9.6
339 0.10
0.50 186
0.0
300 3.00
0.20 345
0.0
950 27.50
0.10 482 15.4
383 0.20
3.00 1,071 105.6
150 0.13
0.05 705
0.0 1,047 7.40
4.00 966 80.0
35 0.13
963
525
951
1,065
459
485
1,346
436
534
1,188
627
625
702
713
1,442
711
1,080
1,376
1,861
751
1,234
312
651
2,099
3,502
968
1,246
1,076
978
1,007
1,020
984
1,033
953
637
1,709
1,022
1,369
2,065
1,067
1,269
727
1,299
1,374
621
680
1,639
619
749
1,486
891
841
970
987
1,799
914
1,454
1,789
2,139
973
1,544
458
888
2,608
3,865
1,461
1,628
1,342
1,303
1,317
1,279
1,255
1,340
1,199
731
1,884
1,267
1,912
2,423
1,557
495
4 82.4
385
2 60.3
563
5 73.1
501
6 75.2
263
206
2.7
315
210
3.0
472
34 35.2
295
181
3.0
347
462
0.4
481
638
2.8
428
3 59.9
436
3 60.1
512
3 66.4
515
4 61.2
577
742
3.6
328
540
1.2
606
8 65.9
804
12 65.9
450
922
3.7
414
3 69.1
501
9 67.2
237
163
2.0
384
3 63.8
823
22 71.5
587
852 12.3
798
6 72.1
618
9 69.3
611
0 225.3
550
7 60.2
557
8 60.2
473
6 68.1
500
6 65.6
542
8 60.5
413
4 70.7
153
272
2.6
283 1,139
1.6
421
7 62.1
880
13 66.4
578 1,111
3.6
794
9 66.2
9.02
9.10
8.88
8.97
8.04
8.20
8.63
7.95
7.90
7.21
8.00
9.14
9.10
9.03
8.46
7.43
8.81
8.79
7.96
9.12
8.81
7.98
8.40
8.54
7.13
8.69
8.72
8.40
8.86
8.95
8.98
8.96
8.72
8.58
7.08
7.63
8.82
8.98
7.45
8.76
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
370
215
375
408
91
101
472
92
19
160
247
249
278
285
223
64
425
521
259
282
458
59
260
766
827
412
476
421
372
380
380
374
384
344
98
122
370
559
276
449
Un
it
Na
M:1166
M:1167
M:1251
M:15656
M:16509
M:16509
M:1362
M:16514
M:16570
M:1363
M:1430
M:700212
M:1431
M:1431
M:17496
M:17513
M:17551
M:17562
M:17567
M:1432
M:1433
M:1434
M:1563
M:1564
M:19127
M:20424
M:700292
M:1620
M:1621
M:1622
M:1623
M:1624
M:1625
M:1626
M:20590
M:20600
M:1627
M:21963
M:1678
M:21998
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-2
1976Q0957
1976Q0956
1976Q0962
1996Q0578
1996Q0371
1996Q0372
1976Q0954
1996Q0544
1996Q0583
1976Q0955
1963Q0013
1996Q0546
1976Q0953
1996Q0540
1996Q0542
1996Q0576
1996Q0541
1996Q0115
1996Q0545
1976Q0924
1976Q0923
1976Q0922
1963Q0021
1976Q0921
1996Q0543
1996Q0575
1996Q0562
1962Q0007
1976Q0530
1976Q0529
1976Q0532
1976Q0528
1976Q0531
1976Q0920
1996Q0519
1996Q0523
1976Q0925
1996Q0574
1976Q0964
1996Q0525
1,537
875
1,538
1,680
721
716
2,024
692
863
1,657
997
1,046
1,106
1,107
1,868
1,212
1,645
2,090
2,170
1,165
1,875
523
1,030
3,057
3,710
1,528
1,885
1,560
1,591
1,638
1,629
1,638
1,630
1,434
874
1,957
1,552
2,060
2,675
1,604
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
M:22002
M:22016
M:22016
M:1680
M:22031
M:1681
M:22039
M:1682
M:22920
M:1736
M:1737
M:1738
M:1739
M:137857
M:23608
M:23671
M:23677
M:1758
M:1759
M:23701
M:1760
M:1761
M:23780
M:1773
M:149349
M:24115
M:1775
M:1776
M:1777
M:1778
M:1779
M:1780
M:24170
M:1781
M:1782
M:1783
M:1784
M:1785
M:24229
M:1786
SHU
SHU
SHU
FHHC
FHHC
FHHC
FHHC
SHU
SHU
DHU
SHU
SHU
SHU
FHHC
FHHC
DHU
SHU
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
SHU
FHHC
SHU
FHHC
FHHC
FHHC
DHU
FHHC
DHU
DHU
FHHC
DHU
FHHC
FHHC
FHHC
FHHC
FHHC
530 1.8
3.9
1.9
117 6.8 173.8 96.1
111 6.6 165.4 92.5
365 1.0
1.7
0.2
344 0.9
1.8
0.3
346 1.0
1.8
0.3
390 0.9
2.0
0.4
77 6.2
76.0 58.0
9 3.3
97.3 35.9
444 6.3 129.0 74.0
57 2.8
35.6 21.1
105 5.5 212.0 131.0
235 13.0 385.0 275.0
303 0.7
1.0
0.2
299 0.9
0.9
0.2
37 5.7 200.4 123.1
189 6.2 127.4 77.9
650 2.0
9.6
2.5
765 0.0
9.0
4.0
502 2.8
12.1
6.2
877 0.0
13.0
5.0
840 0.0
8.0
3.0
91 8.5
85.0 65.1
544 3.6
16.0
7.4
301 0.6
0.9
0.2
341 1.6
5.1
1.8
315 0.8
1.8
0.4
308 0.9
1.0
0.2
306 0.9
1.0
0.2
360 1.3
1.4
0.4
301 0.9
1.0
0.1
306 0.9
1.0
0.2
431 1.2
1.6
0.6
376 0.0
0.1
0.1
187 6.8 140.0 124.0
375 0.0
0.1
0.1
507 0.0
5.0
1.0
581 0.0
12.0
0.0
431 0.9
1.8
0.5
443 0.0
0.1
0.1
0.08 0.03 9.0
1.90 0.73 17.9
1.90 0.70 17.2
0.01 0.01 12.0
<.01 <.01 11.2
<.01 <.01 10.7
0.03 0.01 11.6
<.01 0.12 15.1
0.06 0.15 13.9
1.65 0.03 13.8
<.01 0.12 13.7
3.93 0.94 19.7
8.70 2.33 33.4
0.01 <.002 10.5
0.01 0.01 10.8
1.30 0.17 13.9
2.00 0.04 12.7
0.01 <.01 17.4
0.04
0.10 12.8
2.70 0.35 20.4
0.16
22.0
0.04 <.002 9.7
0.04 0.01 8.5
0.02 <.01 11.0
0.12 <.01 9.8
0.13 <.01 9.7
0.07 0.02 9.8
0.04 <.01 9.8
0.13 <.01 9.8
0.07 0.00 9.2
0.01
0.01 14.0
0.04
0.00 11.7
10.0
20.0
20.0
38.0
10.5
15.0
25.0
7.6
16.0
6.2
4.3
10.4
16.8
21.0
27.5
4.0
4.0
6.1
16.0
6.0
14.0
40.0
4.5
96.0
37.5
8.0
16.0
20.5
15.5
22.0
25.0
19.5
20.0
32.0
3.8
20.0
20.0
34.0
8.0
14.0
4.00 1,314 22.0
33 0.13
1.00 370
0.0
737 0.13
1.00 371
0.0
689 <.25
0.90 575 50.0
165 0.05
0.80 630 35.5
167 0.41
0.90 648 35.8
137 0.28
0.89 627 41.6
250 0.13
0.20 390
0.0
253 1.20
0.12 339
0.0
80 9.50
0.05 575
0.0 1,086 0.05
0.40 322
0.0
32 0.20
0.20 230
0.0 1,065 0.05
0.10
77
0.0 2,488 0.05
1.48 618 57.6
65 0.13
1.30 565 52.8
88 0.13
0.20 511
0.0
650 0.13
0.20 497 15.9
600 0.75
0.10 1,032
0.0
573 0.72
1,098
0.0
749
0.10 905
0.0
378 2.25
1,049 60.0
942
793 108.0
934
0.60 461
0.0
300 0.13
1.00 780
0.0
414 14.46
2.11 668 51.6
10 0.13
2.08 746
0.0
163 0.13
1.50 645 22.0
85 0.02
1.70 611 38.4
80 0.01
1.60 608 41.8
82 0.10
2.50 799 28.8
61 0.33
1.40 597 41.8
70 0.01
1.50 610 39.8
82 0.01
5.00 1,025 39.6
1 0.13
476 132.0
156
0.00 523
0.0
778 0.27
573 84.0
171
293 72.0
704
607
0.0
720
1.60 802 39.6
200 0.13
683 108.0
197
1,262
1,355
1,288
917
883
868
1,031
686
433
2,045
326
1,666
3,496
766
759
1,287
1,281
1,770
2,084
1,368
2,428
2,324
805
1,503
743
900
771
762
758
881
745
761
1,014
930
1,512
932
1,453
1,646
1,090
1,098
1,928 1,078
18 55.0
1,543 304
830
1.8
1,477 304
794
1.7
1,209 555
5 70.6
1,202 576
6 62.5
1,197 591
6 62.9
1,349 584
7 65.5
884
320
429
1.6
605
278
391
0.2
2,336 472
627
7.7
489
264
176
1.9
1,782 188 1,069
1.4
3,535
63 2,093
2.2
1,079 603
3 71.5
1,046 551
3 75.2
1,547 419 1,007
0.5
1,533 408
639
3.3
2,293 846
34 48.3
2,641 901
39 53.3
1,828 742
56 29.3
2,960 960
53 52.4
2,726 831
32 64.3
1,039 378
480
1.8
1,899 640
70 28.2
1,082 634
3 73.8
1,278 612
20 33.0
1,099 566
6 55.3
1,072 565
3 73.6
1,067 568
3 73.1
1,286 656
5 69.1
1,048 559
3 76.8
1,070 501
3 73.1
1,534 841
7 72.7
1,172 611
0 201.2
1,777 429
860
2.8
1,223 610
0 200.6
1,602 360
17 54.1
1,954 498
30 46.2
1,497 723
6 73.9
1,445 740
0 237.0
8.46
7.79
7.18
8.40
8.87
8.86
8.91
8.01
7.53
7.57
7.86
6.54
5.68
9.04
8.91
8.05
8.34
8.02
7.60
8.17
8.70
8.30
7.98
8.00
9.02
8.62
8.60
9.02
9.02
8.83
9.00
9.02
8.70
8.40
7.80
8.40
8.70
8.00
8.84
8.40
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
08N 57E 34 AADA
08N 58E 11 DDDD
08N 58E 11 DDDD
08N 58E 30 BD
08N 58E 30 CAA
08N 58E 30 DCDB
08N 58E 34 BD
08N 60E 15 ABB
09N 53E 10 ADCD
09N 56E 36 ABB
09N 59E 33 DCC
09N 60E 08 CBB
09N 60E 19 AAA
10N 51E 08 DAAB
10N 54E 11 CBBD
10N 57E 22 CDCC
10N 57E 28 DDAC
10N 58E 18 CD
10N 58E 18 CDDD
10N 58E 25 AAAD
10N 58E 32 DB
10N 58E 32 DB
10N 61E 20 ABAD
11N 49E 36 DA
11N 50E 30 DADC
11N 51E 26 CBBC
11N 54E 29 CA
11N 54E 29 CACB
11N 54E 29 CACD
11N 54E 29 CBCD
11N 54E 29 CBDC
11N 54E 30 DDAD
11N 54E 33 CBBD
11N 55E 02 AC
11N 56E 02 CA
11N 57E 17 BC
11N 57E 21 CBAC
11N 57E 21 CDBB
11N 57E 28 DCCB
11N 57E 32 BBBD
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
1996Q0520
1996Q0577
1996Q0582
1963Q0014
1978Q0143
1978Q0144
1996Q0117
1975Q0021
1996Q0040
1976Q0963
1976Q0926
1976Q0928
1976Q0927
1996Q0042
1996Q0118
1996Q0522
1996Q0521
1972Q0071
1962Q0008
1996Q0559
1958Q0008
1961Q0004
1996Q0579
1948Q0013
1996Q0045
1996Q0047
1963Q0016
1976Q1348
1976Q1349
1976Q1345
1976Q1346
1976Q1347
1996Q0581
1962Q0009
1963Q0019
1962Q0010
1961Q0005
1957Q0013
1996Q0587
1962Q0016
1,872
1,668
1,666
1,450
1,433
1,426
1,599
1,033
763
2,724
543
2,036
3,752
1,272
1,228
1,639
1,620
2,800
2,940
1,939
3,050
3,400
1,183
2,410
1,262
1,418
1,240
1,255
1,247
1,422
1,222
1,235
1,610
1,460
2,020
1,340
2,060
2,420
1,658
1,590
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
C-3
M:24237
M:1787
M:1788
M:1789
M:1790
M:137223
M:24646
M:1806
M:1808
M:24659
M:148500
M:137726
M:24777
M:1809
M:1810
M:1811
M:1812
M:1813
M:1814
M:1815
M:1816
M:24927
M:142658
M:24941
M:1817
M:25013
M:700111
M:1843
M:1844
M:137279
M:1845
M:1845
M:1846
M:1846
M:137725
M:137724
M:1847
M:1848
M:140757
M:1849
FHHC 476 1.1
2.2
0.4 0.01 0.01 10.3
FHHC 427 0.1
2.0
0.6 0.09 0.02 6.1
SHU
450 4.0
61.3 29.2 0.28 0.06 12.7
DHU
502 0.8
2.6
0.6 0.30 0.01 10.7
FHHC 493 0.8
2.5
0.6 0.12 0.01 12.9
SHU
745 12.5 192.0 118.0 0.01 0.00 19.2
FHHC 320 1.0
1.1
0.3 0.07 0.01 9.5
SHU
146 5.6
98.0 55.0 6.00
29.0
FHHC 319 1.2
4.0
0.3 0.06
14.0
FHHC 317 1.2
1.0
0.2 0.02 <.002 9.8
SHU
90 9.1
97.0 47.8 0.02 0.02 31.0
SHU
564 9.6
94.1 59.5 0.01 0.14 16.0
SHU
16 3.8
60.5 20.6 <.003 <.002 14.5
FHHC 387 0.0
2.0
1.0
FHHC 376 0.0
0.1
0.1
FHHC 372 0.0
0.1
0.1
FHHC 457 0.0
0.1
0.1
SHU
480 1.6
4.2
1.3 0.14 0.09 11.0
FHHC 688 0.0
13.0
3.0
FHHC 462 0.0
0.0
0.0
SHU
507 1.4
6.1
3.3 0.05 0.01 8.5
SHU
248 6.0 219.8 95.8 0.20 0.05 10.8
FHHC 636 1.8
4.2
1.5 0.62 0.02 9.6
FHHC 391 1.1
2.1
0.5 0.02 0.01 11.0
SHU
564 6.0
80.8 42.4 0.47 0.18 12.5
DHU
379 4.2
30.6 19.8 0.37 0.01 10.9
SHU
521 16.5 199.2 172.5 0.17 0.01 10.9
SHU 1,080 5.7 155.0 216.0 0.06 0.01 9.6
SHU
669 5.7 133.0 82.0 0.07 0.01 15.3
SHU
725 11.4 153.0 116.0 0.02 <.002 15.7
DHU
633 2.2
3.8
1.5 0.05 0.00 8.2
DHU
603 1.8
2.9
1.3 0.20 0.01 8.3
FHHC 321 0.8
1.3
0.2 0.05 <.01 10.3
FHHC 319 0.9
0.9
0.2 0.05 0.00 9.7
SHU
998 15.6 227.0 135.0 0.12 0.28 21.5
SHU
527 9.3 119.0 79.2 0.02 0.01 17.3
FHHC 320 0.9
1.1
0.4 0.05 0.00 11.8
SHU
277 8.5 297.0 170.0 5.40 0.43 13.5
FHHC 374 1.3
2.0
0.7 0.00
6.3
SHU
149 4.4
33.0 17.0 0.06
26.0
7.0
25.5
4.2
8.0
10.9
33.9
22.5
13.0
34.0
30.0
18.0
30.7
1.5
30.0
30.0
24.0
22.0
12.0
20.0
28.0
2.5
40.0
5.0
4.0
1.8
4.0
65.0
16.1
12.1
32.6
43.6
30.0
29.1
30.0
37.0
29.7
36.9
9.6
19.0
8.0
0.10
1.40
0.31
0.85
1.50
0.43
2.29
0.40
1.20
2.07
0.50
0.37
0.19
0.60
0.90
0.20
1.20
0.10
0.52
0.50
0.20
0.62
0.99
0.46
1.80
1.30
2.70
2.00
0.47
0.42
2.50
0.14
3.00
0.40
883
695
843
927
797
468
682
576
704
670
490
463
312
561
573
549
817
558
1,013
970
972
824
778
733
724
932
492
582
636
622
1,429
1,392
684
664
638
593
800
724
756
440
62.4
50.4
0.0
26.4
26.4
0.0
57.6
0.0
39.0
52.8
0.0
0.0
0.0
120.0
132.0
120.0
132.0
0.0
72.0
0.0
33.6
0.0
33.6
44.4
0.0
28.8
0.0
0.0
0.0
0.0
61.4
84.0
51.8
59.2
0.0
0.0
0.0
0.0
52.0
0.0
198 0.13
252 0.02
614 0.24
322 0.02
403 0.07
2,109 0.13
40 0.13
302 0.38
9 0.43
23 0.13
200 3.25
1,270 0.13
13 0.13
143
82
120
70
565 0.09
542
163
310 0.25
680 15.00
673 0.13
172 0.13
959 0.11
150 0.13
1,750 8.00
3,010 3.95
1,550 0.09
1,797 0.13
36 0.02
1 0.13
8 0.01
8 0.13
2,621 0.13
1,202 0.13
3 0.01
1,434 0.16
71 0.14
102 0.50
1,192
1,108
1,592
1,331
1,344
3,461
790
939
769
768
738
2,273
283
959
902
906
1,083
1,351
1,837
1,131
1,352
1,722
1,750
987
2,025
1,087
2,986
4,784
2,782
3,158
1,495
1,419
762
757
4,370
2,276
771
2,573
902
557
1,640 829
7 77.5
1,460 654
7 68.0
2,019 691
273 11.9
1,801 761
9 73.0
1,749 698
9 72.7
3,698 384
965 10.4
1,137 656
4 70.7
1,231 472
471
2.9
1,126 642
11 41.4
1,108 638
3 75.1
987
402
439
1.9
2,507 380
480 11.2
441
256
236
0.4
1,244 660
9 55.8
1,193 690
0 201.2
1,185 650
0 199.0
1,498 890
0 244.5
1,634 458
16 52.5
2,351 951
45 44.7
1,623 796
1,846 798
29 41.1
2,140 676
943
3.5
2,145 694
17 67.8
1,359 675
7 62.5
2,392 594
376 12.7
1,560 765
158 13.1
3,235 404 1,207
6.5
5,079 477 1,276 13.2
3,105 522
670 11.3
3,473 510
860 10.8
2,220 1,173
16 69.6
2,125 1,143
13 74.0
1,109 647
4 69.2
1,094 643
3 78.7
4,694 523 1,122 13.0
2,577 486
623
9.2
1,177 656
4 66.4
2,940 594 1,441
3.2
1,285 707
8 58.0
780
361
152
5.3
8.67
8.86
8.28
8.74
8.57
7.44
8.97
7.60
8.70
9.00
7.38
7.57
7.21
8.50
8.50
8.50
8.40
8.10
9.00
8.00
8.73
8.07
8.68
8.43
7.63
8.21
7.71
8.14
8.18
7.73
8.67
8.56
8.86
9.07
7.39
7.67
8.78
7.29
8.80
7.90
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
11N 58E 05 ACBC
11N 59E 01 BCBC
11N 59E 01 BCCB
11N 59E 21 D
11N 61E 06 DDAC
12N 51E 02 BBCB
12N 51E 15 CBDB
12N 51E 16 AC
12N 51E 16 CD
12N 51E 16 DBDA
12N 51E 21 DADD
12N 51E 33 AAAA
12N 52E 27 CCBD
12N 55E 15 BC
12N 55E 16 DBBB
12N 55E 20 DCCD
12N 55E 21 DD
12N 55E 35 AC
12N 56E 10 ACDA
12N 56E 26 AB
12N 59E 03 ACAA
12N 59E 14 ADAC
12N 59E 23 DAAC
12N 59E 32 AADA
12N 60E 18 ACCC
12N 61E 09 CBCC
13N 48E 08 DCAA
13N 49E 18 DBAD
13N 50E 10 CDDC
13N 51E 31 ABDD
13N 51E 31 BCDD
13N 51E 31 BCDD
13N 51E 31 BDCB
13N 51E 31 BDCB
13N 51E 32 CAAA
13N 51E 32 CDDC
13N 51E 34 AADA
13N 52E 05 CACA
13N 52E 25 BDAC
13N 52E 34 CA
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-4
1996Q0563
1982Q0033
1982Q0034
1982Q0044
1982Q0038
1994Q0738
1996Q0114
1948Q0014
1948Q0016
1995Q0316
1995Q0641
1994Q0824
1996Q0052
1962Q0015
1962Q0014
1962Q0013
1962Q0012
1963Q0018
1958Q0009
1952Q0007
1982Q0043
1996Q0555
1996Q0560
1996Q0558
1982Q0209
1996Q0553
1996Q0039
1980Q2495
1980Q2494
1994Q0739
1979Q3535
1996Q0366
1979Q3173
1996Q0367
1994Q0823
1994Q0825
1980Q2504
1980Q2482
1951Q0010
1948Q0017
1,789
1,765
2,378
2,038
2,044
4,240
1,299
1,380
1,350
1,291
1,115
3,120
512
1,370
1,380
1,350
1,390
2,050
2,410
1,360
2,087
2,270
2,420
1,830
2,743
2,400
3,400
6,189
3,664
4,020
2,314
2,140
1,270
1,270
5,340
3,070
1,357
3,218
1,440
914
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
FHHC
SHU
FHHC
FHHC
DHU
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
SHU
FHHC
5.8
19.0
25.8
3.2
5.8
4.5
9.6
7.3
6.8
5.3
6.4
14.0
7.4
8.8
6.3
18.0
7.2
12.0
7.4
9.3
0.8
6.0
0.1
8.1
0.5
1.1
5.8
7.8
5.9
8.8
7.0
4.0
10.7
2.2
2.3
0.6
5.3
9.8
9.2
0.9
(S
od
ium
log
ic
Hy
dro
on
13N 53E 02 DDCD
13N 53E 10 DBC
13N 53E 11 AAA
13N 53E 11 AAA
13N 53E 11 ABB
13N 53E 11 ABB
13N 53E 11 ABD
13N 53E 11 ABD
13N 53E 11 ACC
13N 53E 11 ADA
13N 53E 11 CD
13N 53E 11 DAA
13N 53E 11 DAB
13N 53E 11 DBA
13N 53E 11 DDB
13N 53E 12 ACB
13N 53E 12 BCC
13N 53E 15 AAC
13N 53E 15 DAD
13N 53E 29 ACB
13N 53E 30 DABC
13N 53E 35 BBCB
13N 54E 10 BB
13N 55E 18 DCC
13N 59E 10 DAAA
13N 59E 10 DAAA
13N 59E 29 AAAA
13N 59E 29 AAAA
13N 60E 06 CBBB
14N 47E 04 ADCC
14N 48E 33 ABBC
14N 49E 28 ADAC
14N 50E 24 DDCD
14N 50E 29 DBCD
14N 53E 29 DBCC
14N 54E 08 CDDC
14N 54E 18 BCCA
14N 54E 23 BDC
14N 54E 28 DD
14N 54E 29 ACCA
118.6
224.0
76.7
150.0
108.0
123.0
153.0
157.0
181.0
125.0
233.0
305.0
86.7
135.0
96.9
265.0
88.3
357.0
104.0
89.0
1.2
75.4
1.1
190.0
1.9
2.0
54.5
134.4
62.0
268.0
285.0
86.7
167.3
5.2
47.8
8.6
92.1
74.0
200.0
0.6
86.5 0.01 <.002 25.6
321.0 0.29
24.0
71.4
<.2
<.1
169.0
<.2
<.1
74.1
<.2
<.1
117.0
<.2
<.1
129.0
<.2
<.1
119.0
<.2
<.1
131.0
<.2
<.1
103.0
<.2
<.1
255.0 0.20
15.0
470.0 0.20
28.0
66.1
<.2
<.1
109.0
<.2
<.1
117.0
<.2
<.1
360.0 0.56
23.0
99.9
<.2
<.1
283.0 6.90
20.0
85.0 1.00
22.0
103.0
21.0
0.3 0.03 0.00 10.6
35.0 <.003 <.002 25.0
0.1 0.00 0.00 14.0
172.0 0.00 0.00 11.0
0.4 0.04 0.01 12.0
0.5 0.04 0.01 11.8
31.0 0.51 0.11 11.3
78.2 2.20 0.28 14.9
47.5 1.34 0.31 17.3
279.0 3.72 0.12 15.4
215.0 1.60 0.56 14.3
36.9 0.01 0.01 8.9
153.3 0.21 0.12 13.4
2.8 0.14 0.01 7.5
26.3 0.01 <.002 15.8
4.6 <.002 0.00 8.1
94.0 <.003 <.002 22.1
78.0
27.0
102.0 6.20
20.0
0.2 0.08 0.00 12.0
10.5
20.0
10.5
34.8
17.2
15.8
24.7
25.2
29.4
21.6
63.0
94.0
14.2
24.0
19.9
46.0
20.2
31.0
7.5
41.0
16.7
19.0
25.9
3.0
15.2
20.0
20.0
8.5
3.5
10.4
19.1
4.2
6.5
9.7
6.5
8.0
178.0
18.0
35.0
23.5
0.40 367
0.80 459
0.50 412
0.50 768
0.50 345
0.50 874
0.50 659
0.50 650
0.50 617
0.50 680
0.90 646
0.90 376
0.50 477
0.50 604
0.50 667
0.80 530
0.50 577
0.70 368
0.50 383
0.80 578
2.00 670
0.30 348
2.60 687
0.00 413
1.70 758
1.10 641
0.40 895
0.50 731
0.30 532
0.20 978
0.35 791
0.12 352
0.15 1,224
2.51 708
0.22 286
2.64 731
0.20 342
0.60 741
0.80 1,070
2.10 724
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
50.9
0.0
34.8
0.0
0.0
45.6
0.0
40.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.3
0.0
0.0
0.0
26.4
458
2,130
354
578
397
257
593
457
604
292
2,220
3,140
373
482
325
2,430
308
2,600
775
825
60
94
69
1,000
329
355
1,054
1,450
357
1,393
2,310
108
1,000
840
28
123
47
750
1,970
46
15.00
57.38
4.97
25.98
43.15
0.11
0.14
2.48
0.47
5.00
0.22
0.01
0.05
0.13
0.10
0.13
0.01
0.04
0.10
1.40
0.13
0.06
0.13
0.01
44.50
0.27
0.66
0.02
987
3,438
834
1,412
862
1,035
1,388
1,190
1,383
967
3,693
4,810
910
1,157
984
3,920
900
3,956
1,428
1,703
803
472
814
1,694
1,180
1,210
2,363
2,791
966
2,616
3,896
446
2,375
1,887
285
844
705
1,756
3,781
793
1,173 301
3,670 376
1,043 338
1,802 630
1,037 283
1,479 717
1,722 540
1,520 533
1,696 506
1,312 558
4,020 530
5,001 308
1,152 391
1,464 495
1,323 547
4,189 435
1,193 473
4,143 302
1,623 314
1,997 474
1,143 634
649
286
1,163 622
1,903 339
1,565 622
1,535 602
2,817 734
3,162 600
1,235 436
3,112 802
4,297 649
624
289
2,996 1,004
2,246 581
430
235
1,215 600
879
281
2,132 608
4,324 878
1,161 638
652
1,881
485
1,070
575
789
913
882
991
736
1,631
2,696
489
786
724
2,143
632
2,056
610
646
4
332
3
1,182
6
7
264
657
350
1,818
1,597
368
1,049
25
228
40
617
506
919
2
1.5
4.2
1.8
1.3
1.6
1.4
2.2
1.5
1.8
1.4
6.2
4.6
2.5
1.6
1.5
4.4
1.6
4.5
4.2
5.6
69.8
1.0
80.3
1.3
76.8
76.0
20.0
11.8
4.8
1.6
7.1
0.5
5.7
58.7
0.5
22.1
0.9
8.4
13.1
92.8
7.49
7.70
6.30
6.30
5.60
6.01
5.85
5.70
6.03
6.20
7.70
8.00
6.30
7.20
6.80
7.50
6.25
7.20
7.50
7.60
8.86
7.93
8.92
7.80
8.02
8.80
7.71
8.43
7.57
7.55
7.79
8.14
6.92
8.32
7.70
8.37
8.19
7.70
7.30
8.83
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
86
415
93
99
90
87
154
104
127
85
576
547
128
101
90
472
92
464
237
327
330
41
328
106
446
457
745
694
208
155
653
22
421
668
18
323
53
433
910
325
Un
it
Na
M:702103
M:140758
M:151962
M:151963
M:151956
M:151957
M:151958
M:151959
M:151955
M:151961
M:1852
M:1853
M:151960
M:151964
M:151965
M:140759
M:151966
M:140760
M:140761
M:140774
M:1854
M:25485
M:1855
M:1856
M:1857
M:1857
M:1858
M:1858
M:1859
M:1895
M:1896
M:1897
M:143793
M:1898
M:26264
M:1900
M:26283
M:140879
M:140886
M:1903
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
1996Q0567
1950Q0002
1995Q5007
1995Q5008
1995Q5001
1995Q5002
1995Q5003
1995Q5004
1995Q5000
1995Q5006
1948Q0019
1948Q0021
1995Q5005
1995Q5009
1995Q5010
1951Q0011
1995Q5011
1951Q0012
1951Q0013
1951Q0014
1979Q3462
1996Q0573
1982Q0082
1963Q0017
1982Q0039
1996Q0561
1976Q1320
1996Q0557
1976Q1319
1980Q2505
1980Q2506
1980Q2496
1996Q0044
1980Q2493
1996Q0049
1981Q0455
1996Q0568
1951Q0016
1950Q0005
1979Q3465
1,419
4,120
1,550
1,320
1,100
1,240
1,550
1,410
1,540
1,230
4,410
5,410
1,130
1,230
1,250
4,660
1,170
4,460
1,980
2,370
1,317
767
1,284
2,130
1,829
1,792
3,219
3,200
1,444
3,222
4,651
761
2,890
2,869
499
1,447
1,356
2,530
4,550
1,290
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
C-5
M:140887
M:140887
M:140888
M:1904
M:140900
M:140901
M:1905
M:1906
M:140924
M:144392
M:1907
M:1908
M:127943
M:132726
M:132715
M:1987
M:27562
M:1988
M:1990
M:27611
M:27620
M:1991
M:27650
M:130335
M:130335
M:27717
M:27719
M:27720
M:27811
M:27815
M:140930
M:140931
M:140932
M:152660
M:27857
M:27857
M:151193
M:140927
M:140928
M:27869
SHU
SHU
SHU
DHU
SHU
SHU
FHHC
SHU
SHU
FHHC
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
420 7.0
70.0 103.0
422 7.4 103.0 106.0
450 8.9
81.0 58.0
733 4.8
4.5
2.0
153 6.1
74.0 58.0
376 7.8
87.0 62.0
340 0.8
1.2
0.2
266 2.8
18.0 14.0
568 8.4
44.0 36.0
322 1.4
1.0
0.3
36 4.1 107.0 66.0
158 10.3 190.0 157.0
515 1.7
3.8
2.1
553 10.3 238.0 197.8
553 9.4 195.0 178.0
89 9.4 262.0 283.0
4 2.5
56.7 32.9
62 5.7 110.0 82.7
93 6.7 107.0 91.5
366 5.3
74.2 50.0
667 3.8
22.3 23.8
54 4.4 103.0 49.8
604 5.3
39.0 26.4
17 3.6
57.5 33.5
17 3.4
57.9 33.4
219 3.4
35.8 21.6
232 1.1
0.7
0.2
38 4.3
38.1 31.1
674 3.0
5.5
1.5
486 2.0
2.6
0.7
300 6.9
70.0 40.0
218 15.0 101.0 84.0
193 7.2
96.0 58.0
506 5.1
23.6 11.4
72 3.3 107.3 47.1
63 3.2 103.1 45.4
625 3.6
21.6
8.6
90 6.6
83.0 62.0
172 9.2
95.0 78.0
301 6.0 185.7 68.3
3.40
0.30
2.60
0.02
4.10
0.04
0.20
0.00
0.03
0.00
7.70
0.02
4.70
0.17
4.00
0.06
0.53
1.07
0.08
0.01
2.18
0.27
0.01
0.01
0.01
0.01
0.02
0.14
0.05
0.06
0.49
0.64
0.00
0.00
0.00
0.01
0.51
1.60
0.03
0.24
0.01
0.48
0.41
0.07
0.01
0.12
0.07
0.10
0.06
0.23
0.04
<.002
<.002
<.002
0.00
0.22
0.02
0.01
<.002
<.002
<.002
0.12
0.12
20.0
20.0
22.0
11.0
20.0
22.0
13.0
26.0
19.0
11.8
9.5
12.2
7.9
16.9
10.3
17.8
9.4
15.3
14.1
10.5
0.7
9.3
0.8
2.2
2.1
1.4
1.1
1.6
1.2
7.8
28.0
25.0
25.0
21.8
20.0
19.1
10.4
27.0
25.0
14.5
17.0
18.0
13.0
24.0
13.0
17.0
23.0
16.0
17.0
30.0
6.2
8.5
4.5
11.0
8.5
6.9
1.5
6.7
5.8
5.5
10.0
5.0
10.0
30.0
30.0
10.0
5.0
20.0
10.0
8.5
42.0
41.0
33.0
8.0
11.0
11.0
0.5
13.0
17.0
37.5
0.80 600
0.80 702
0.80 644
1.40 1,950
0.80 509
1.00 736
2.50 706
1.10 506
1.20 721
2.17 684
0.30 418
0.05 628
0.50 824
0.14 848
0.12 813
0.14 736
0.14 305
0.13 462
0.18 570
0.98 871
0.99 650
0.10 434
0.35 823
0.16 229
0.16 230
0.37 472
0.39 444
0.34 244
0.46 1,334
1.69 946
0.60 508
0.60 579
0.40 512
0.50 809
0.80 418
0.80 424
0.60 956
0.20 485
0.50 576
0.30 527
0.0
0.0
0.0
0.0
0.0
0.0
33.0
0.0
0.0
67.2
0.0
0.0
38.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
48.5
0.0
0.0
46.8
0.0
0.0
0.0
0.0
0.0
0.0
27.2
0.0
0.0
0.0
975
995
795
2
304
624
54
244
885
45
246
924
380
1,750
1,750
1,390
38
352
350
500
1,000
216
850
100
100
250
50
50
400
218
490
505
418
500
250
210
600
212
425
1,000
0.77
0.93
0.11
0.20
2.94
1.69
0.02
1.13
0.25
0.13
0.05
0.13
0.13
2.25
0.13
2.04
0.75
0.16
1.36
0.13
1.25
0.58
0.13
1.75
1.75
0.75
0.13
0.50
0.13
0.13
8.58
8.81
1.67
2.00
0.50
0.50
0.13
6.78
0.14
1.00
1,913
2,019
1,749
1,744
883
1,565
816
838
1,934
819
681
1,778
1,360
3,204
3,105
2,427
295
863
952
1,442
2,050
658
1,931
358
359
774
553
304
1,742
1,240
1,236
1,284
1,085
1,476
718
665
1,768
740
1,107
1,874
2,217 492
599
2,375 576
693
2,075 528
441
2,733 1,599
19
1,141 417
424
1,939 604
472
1,174 634
4
1,095 415
103
2,300 591
258
1,166 673
4
893
343
539
2,096 515 1,121
1,777 676
18
3,634 695 1,408
3,517 666 1,220
2,800 604 1,819
450
250
277
1,097 379
615
1,241 468
644
1,884 714
391
2,380 533
154
878
356
462
2,349 675
206
475
188
281
476
189
282
1,014 387
178
778
365
3
428
200
223
2,419 1,094
20
1,720 776
9
1,494 417
339
1,578 475
598
1,345 420
478
1,886 663
106
930
343
462
880
348
444
2,253 784
89
986
398
462
1,399 472
558
2,141 432
745
7.5
7.0
9.3
72.3
3.2
7.5
75.7
11.4
15.4
74.7
0.7
2.1
52.6
6.4
6.9
0.9
0.1
1.1
1.6
8.1
23.4
1.1
18.3
0.4
0.4
7.1
60.2
1.1
65.7
69.8
7.1
3.9
3.8
21.4
1.5
1.3
28.8
1.8
3.2
4.8
8.10
7.80
7.60
7.90
7.50
7.60
8.50
7.40
7.90
8.96
7.47
7.33
8.68
7.39
7.00
7.57
8.04
7.78
7.78
7.52
8.13
7.36
7.64
7.75
7.77
7.99
9.09
7.76
7.83
8.90
7.80
7.90
7.80
8.27
7.68
7.61
8.50
8.10
7.40
7.40
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
14N 54E 33 BA
14N 54E 33 BA
14N 54E 33 BC
14N 54E 33 CB
14N 54E 33 CD
14N 54E 33 DA
14N 54E 34 CB
14N 55E 07 DC
14N 55E 18 CCC
14N 55E 31 CBBB
14N 59E 10 CDAD
14N 59E 15 ABBB
14N 60E 30 BBBA
15N 45E 14 DACD
15N 45E 14 DACD
15N 47E 05 ADCD
15N 48E 10 CDCB
15N 48E 22 ADCC
15N 50E 17 CAAA
15N 50E 23 AACC
15N 50E 31 DDDD
15N 50E 35 ACCA
15N 51E 34 ABCA
15N 53E 25 DAAB
15N 53E 25 DAAB
15N 53E 34 DBA
15N 54E 02 DACD
15N 54E 02 DADB
15N 55E 11 BBDA
15N 55E 12 ABDC
15N 55E 16 BAB
15N 55E 16 BCCA
15N 55E 17 AADD
15N 55E 22 CACA
15N 55E 30 BDAA
15N 55E 30 BDAA
15N 55E 30 BDAC
15N 55E 31 CBB
15N 55E 31 DAA
15N 55E 33 BBBB
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-6
1950Q0006
1950Q0007
1950Q0008
1948Q0025
1950Q0009
1950Q0010
1963Q0022
1948Q0026
1951Q0020
1995Q0317
1974Q0301
1976Q1321
1996Q0556
1995Q0633
1995Q0634
1980Q2492
1996Q0043
1980Q2488
1980Q2489
1996Q0046
1995Q0456
1980Q2507
1995Q0454
1995Q0445
1995Q0446
1995Q0452
1995Q0451
1995Q0453
1995Q0449
1995Q0492
1951Q0025
1950Q0013
1951Q0026
1996Q0566
1996Q0569
1996Q0585
1996Q0370
1950Q0012
1951Q0023
1995Q0483
2,580
2,660
2,460
2,580
1,310
2,180
1,300
1,360
2,830
1,315
1,000
2,305
2,010
3,490
3,420
2,931
530
1,213
1,421
1,893
2,780
1,009
2,560
604
604
1,188
964
582
2,510
1,903
1,850
1,850
1,590
2,110
1,058
1,056
2,290
1,110
1,610
2,170
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
M:27885
M:27989
M:1994
M:1995
M:2062
M:2063
M:2064
M:2065
M:149288
M:28907
M:143806
M:2066
M:28933
M:2067
M:2068
M:2069
M:29011
M:140622
M:140623
M:702375
M:148181
M:29072
M:140935
M:148631
M:29310
M:2070
M:120632
M:2071
M:144397
M:148182
M:2152
M:2153
M:2154
M:2155
M:138214
M:149144
M:149372
M:30318
M:140631
M:149414
SHU
911 9.9 272.0 250.8
SHU
494 5.3
67.2 44.7
SHU 1,740 8.3
95.0 62.0
SHU
534 6.5
77.0 55.0
SHU
848 4.3
15.7 12.2
SHU
166 6.3 216.0 230.0
SHU
618 2.2
9.6
5.8
SHU
9 2.0
66.8 29.8
SHU
28 4.4 157.7 103.8
SHU
76 5.3
94.9 82.6
SHU
65 5.6 201.5 148.4
SHU
13 4.0 104.0 62.6
SHU
300 12.0 191.0 172.0
SHU
39 2.9 181.0 103.0
SHU
16 3.0 106.0 61.6
SHU
200 4.4
41.0 106.0
SHU
291 1.1
8.3
7.7
SHU
424 2.4
10.0
5.2
SHU
400 7.2 107.0 60.0
SHU
579 7.1 158.5 94.7
DHU
394 1.9
1.6
0.5
SHU
182 1.8
2.3
1.1
SHU
262 4.8
59.0 21.0
SHU
218 2.2
19.0 10.6
SHU
478 0.8
2.0
6.1
SHU
414 4.6
49.8 33.8
DHU
90 4.8 237.8 119.1
FHHC 502 1.8
2.4
0.5
SHU
647 3.0
4.8
3.0
SHU
50 7.2 207.9 209.1
SHU
63 3.1 175.0 89.0
SHU
93 2.8 182.0 177.0
SHU
444 10.4 144.0 145.0
SHU
137 4.8
96.4 81.5
SHU
553 10.1 106.2 115.7
SHU
595 9.4 128.0 136.9
SHU
628 1.8
3.2
1.3
FHHC 395 1.0
1.5
0.4
SHU
448 10.0
39.0 59.0
SHU
38 3.9 129.1 56.1
0.06 0.01 12.6
0.48 0.14 10.1
0.80 0.17 9.8
3.30 0.07 9.6
0.02 <.01 6.8
0.03 0.01 14.3
0.02 0.01 6.9
0.08 0.08 13.2
0.02 0.53 14.6
0.61 0.06 1.5
3.30 0.22 18.0
1.03 0.12 16.8
3.00 0.06 1.2
1.54 0.37 14.0
0.56 0.05 11.5
<.01 0.02 11.3
0.01 0.01 9.2
0.04
16.0
0.22
22.1
3.00 0.52 19.5
0.02 0.00 0.8
0.03 0.00 0.9
0.13
19.0
0.12 0.02 8.3
0.14
17.0
1.58 0.10 10.1
0.56 0.13 8.5
0.35 0.01 23.3
0.04 0.01 8.6
3.10 0.07 1.6
0.01 0.56 12.7
0.03 0.03 15.5
3.80 0.54 8.1
2.31 0.06 10.4
0.19 0.05 11.0
0.42 0.02 10.4
0.01 0.00 16.7
0.00 <.002 9.7
5.00
17.0
0.80 0.33 13.9
22.5
8.0
19.0
4.0
7.8
19.9
8.2
3.9
5.5
10.0
30.0
0.9
10.0
3.6
18.4
8.4
6.0
39.0
5.8
30.0
20.0
10.0
19.0
5.5
14.0
4.5
14.0
48.5
6.0
10.0
6.1
72.6
7.5
2.7
12.0
15.0
37.5
27.0
31.0
3.0
0.36 628
0.24 659
0.20 1,764
0.40 814
0.40 944
0.18 411
1.10 637
0.75 349
0.20 695
0.19 491
0.21 490
0.04 600
0.08 882
0.15 754
0.09 503
0.30 616
1.07 661
746
0.20 682
0.10 623
4.40 877
0.93 439
0.90 576
0.51 550
2.40 852
0.20 662
0.28 528
4.50 1,229
0.77 714
0.19 467
0.20 449
0.20 519
0.31 855
0.20 832
0.56 628
0.48 642
2.68 1,120
2.72 735
444
0.21 480
0.0
0.0
0.0
0.0
0.0
0.0
9.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
49.0
0.0
0.0
34.4
4.8
0.0
0.0
59.0
0.0
0.0
4.3
25.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
94.8
40.8
0.0
0.0
3,150 3.50
850 0.13
2,698 0.90
870 0.17
1,146 0.70
1,450 3.48
848 0.16
20 0.02
300 0.13
300 0.13
850 0.13
57 0.01
1,090 0.13
340 0.01
117 1.30
451 0.30
150 0.13
176 0.45
812 0.05
1,450 0.13
100 0.13
50 0.13
305 0.20
150 0.13
216 0.86
608 0.01
800 4.50
0 0.43
750 <.25
1,000 0.13
521 5.50
643 48.90
1,130 0.01
195 0.10
1,350 <.25
1,500 0.13
300 0.13
200 0.13
832 0.54
250 0.13
4,942
1,805
5,503
1,961
2,506
2,309
1,823
317
959
803
1,564
555
2,214
1,057
583
1,126
800
1,090
1,751
2,650
990
461
975
685
1,216
1,452
1,540
1,194
1,800
1,709
1,097
1,491
2,315
940
2,468
2,712
1,637
1,040
1,660
732
5,261 515 1,711
2,139 540
352
6,398 1,447 492
2,374 667
419
2,985 774
89
2,518 337 1,486
2,147 523
48
494
286
289
1,311 570
821
1,052 403
577
1,812 402 1,114
859
492
517
2,661 723 1,185
1,439 618
876
838
413
518
1,439 505
539
1,135 542
52
1,468 613
46
2,097 559
514
2,966 511
786
1,435 720
6
683
360
10
1,267 472
234
964
451
91
1,648 700
30
1,788 543
263
1,808 433 1,084
1,817 1,015
8
2,162 586
25
1,946 383 1,380
1,325 368
803
1,754 426 1,183
2,749 701
956
1,362 682
576
2,787 515
741
3,037 526
883
2,206 920
13
1,413 671
5
1,886 364
340
975
393
553
9.6
11.5
34.1
11.4
39.0
1.9
38.9
0.2
0.4
1.4
0.9
0.3
3.8
0.6
0.3
3.8
17.5
27.1
7.7
9.0
69.6
24.8
7.5
10.0
37.9
11.1
1.2
77.0
56.9
0.6
1.0
1.2
6.3
2.5
8.8
8.7
74.8
75.1
10.6
0.7
7.29
7.53
7.42
7.60
8.10
7.44
8.48
7.80
7.10
7.28
7.40
7.98
7.48
7.69
7.72
7.98
8.82
8.70
7.50
7.97
8.67
8.34
7.50
8.10
8.60
7.56
7.23
8.32
8.38
7.40
7.44
7.50
7.29
7.61
7.42
7.55
8.77
8.84
7.90
7.31
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
15N 57E 04 BCBC
15N 60E 18 ABDD
15N 60E 18 ADAA
15N 60E 22 CCCD
16N 45E 05 AABC
16N 47E 06 ADAA
16N 47E 10 AACA
16N 49E 16 DDDD
16N 50E 20 BCDD
16N 51E 07 ACDC
16N 51E 10 BBBC
16N 51E 12 ABBA
16N 51E 36 DABD
16N 52E 06 DDAB
16N 52E 18 ABBB
16N 53E 14 CC
16N 54E 35 BBDD
16N 55E 01 DC
16N 55E 02 DC
16N 55E 12 ABBB
16N 55E 19 BABD
16N 55E 19 BADB
16N 55E 26 CCC
16N 55E 31 DDBD
16N 55E 35 AB
16N 58E 28 DB
16N 58E 30 DCAD
16N 60E 02 DBCA
16N 60E 34 BBCC
17N 50E 02 DBDC
17N 52E 10 AAA
17N 52E 10 AAA
17N 52E 10 BB
17N 52E 10 CA
17N 54E 19 DAAA
17N 54E 19 DAAC
17N 54E 29 ACDB
17N 55E 11 DDDB
17N 55E 34 AD
17N 59E 26 BBCB
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
1995Q0488
1995Q0487
1976Q1313
1976Q1317
1975Q1202
1980Q2490
1982Q0047
1980Q2483
1996Q0050
1995Q0450
1995Q0583
1982Q0037
1995Q0444
1982Q0035
1982Q0036
1974Q0049
1995Q0571
1949Q0006
1949Q0026
1996Q0570
1995Q0457
1995Q0455
1951Q0027
1995Q0486
1949Q0005
1976Q1328
1995Q0526
1976Q1316
1995Q0324
1995Q0458
1982Q0078
1982Q0081
1982Q0080
1982Q0079
1995Q0578
1995Q0574
1995Q0652
1995Q0579
1949Q0013
1995Q0657
4,850
2,260
7,032
2,804
3,411
##
##
##
##
##
2,652
549
1,339
1,142
1,737
929
2,670
1,561
929
1,350
1,258
1,610
2,430
3,040
1,522
764
1,480
1,088
1,770
2,125
1,787
1,860
2,410
1,990
1,413
2,034
2,917
1,419
3,020
3,220
2,410
1,659
2,290
1,033
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
C-7
M:134417
M:2156
M:122312
M:122312
M:122313
M:133062
M:31513
M:149356
M:31514
M:2221
M:2222
M:2223
M:2224
M:31565
M:31564
M:31567
M:31567
M:31568
M:2225
M:31575
M:2227
M:2228
M:2229
M:2230
M:145844
M:2231
M:2232
M:2226
M:2233
M:31629
M:31633
M:31634
M:31640
M:31642
M:2235
M:2381
M:2382
M:32531
M:2383
M:32612
DHU
553 2.1
8.0
4.6
DHU
648 2.6
8.4
5.0
SHU
16 2.7
66.5 39.2
SHU
16 2.8
67.6 39.5
SHU
31 4.7 200.9 123.7
SHU
14 3.0 105.5 52.1
SHU
126 3.9
81.2 54.0
SHU
178 4.5 116.1 75.3
DHU
614 1.9
2.5
1.6
SHU
422 2.1
5.9
3.1
SHU
113 3.1
27.8 22.4
SHU
140 9.0 137.0 143.0
SHU
106 3.3
86.3 57.9
FHHC 391 1.4
1.7
0.5
SHU
608 1.8
2.4
1.0
FHHC 401 1.9
1.4
0.5
FHHC 400 1.2
1.4
0.4
SHU
148 4.0
56.0 71.0
DHU
612 0.4
2.0
0.9
SHU
685 7.8
98.2 116.5
FHHC 433 1.0
1.6
0.4
FHHC 441 0.6
1.7
0.4
SHU
210 5.6 126.0 69.5
FHHC 448 0.9
1.6
0.4
SHU
85 5.8
92.3 31.4
FHHC 448 1.4
1.8
0.4
FHHC 436 1.0
1.6
0.5
FHHC 441 0.9
1.6
0.4
SHU
508 1.6
2.2
1.2
SHU
234 6.2 218.5 159.7
DHU
377 7.4 173.6 130.0
FHHC 413 1.2
1.9
0.4
DHU
338 10.0 262.4 185.4
DHU
690 2.7
10.5
5.8
SHU 1,195 7.2 102.0 66.0
SHU
327 6.4
91.3 77.5
SHU
308 6.5
94.2 86.3
SHU
295 9.3 134.4 128.0
SHU
32 7.9 362.0 286.0
DHU
568 1.8
2.2
1.8
0.05 0.01 7.4
0.07 0.02 8.2
0.49 0.03 17.8
0.49 0.03 18.0
0.36 0.67 15.6
0.22 0.26 15.2
1.30 0.19 15.6
0.93 0.08 15.5
0.12 0.01 6.8
0.23 0.01 7.1
0.18 0.05 14.6
0.01 0.01 17.2
1.38 0.09 16.9
0.01 0.00 11.1
0.08 0.00 7.7
0.04 <.002 10.3
0.04 <.002 10.3
0.31
17.0
0.09 0.00 6.8
8.50 0.78 18.6
0.08 0.00 10.1
0.04 0.00 11.4
1.72 0.21 10.7
0.03 0.00 10.8
0.15 0.72 17.2
0.02 <.01 11.1
0.03 0.00 10.6
0.04 0.00 10.2
0.77 0.01 7.0
0.21 0.19 12.6
0.10 0.28 12.8
0.03 0.00 14.4
3.70 0.24 11.6
0.10 0.03 7.8
0.80 0.08 9.0
0.50 0.05 9.6
5.59 0.08 9.4
1.29 0.06 11.2
0.01 0.34 13.2
0.01 <.002 7.6
3.5
5.0
2.0
2.0
15.0
1.5
9.0
12.0
35.0
7.0
9.2
101.0
3.1
32.5
40.0
30.0
27.5
4.0
32.5
70.0
42.8
39.8
4.2
36.7
20.0
48.5
39.5
41.6
8.5
7.5
7.0
50.0
5.5
9.0
9.0
5.2
3.4
4.5
29.0
25.0
0.46
0.40
0.20
0.20
0.21
0.23
0.36
0.31
2.02
1.30
0.63
0.33
0.22
2.93
1.86
3.76
3.70
0.40
2.40
0.75
4.45
3.85
0.24
3.76
0.39
4.40
4.25
4.49
3.10
0.17
0.19
3.50
0.14
1.30
0.40
0.30
0.23
0.15
0.10
2.62
674 18.0
700 0.13
876
4.3
708
375
0.0
53 0.13
378
0.0
53 <.25
584
0.0
600 10.00
419
0.0
150 0.13
484
0.0
325 0.13
559
0.0
550 0.13
1,660
0.0
1 0.13
895 11.0
163 0.20
362
0.0
92 0.16
387
0.0
546 59.40
725
0.0
95 0.01
664
0.0
250 0.13
1,415 46.8
3 0.13
764 39.0
200 0.25
761 37.6
188 0.13
472
0.0
356 0.09
1,596
0.0
0 0.01
1,238
0.0 1,100 0.13
799 36.0
218 0.05
549 136.0
214 0.01
1,000
0.0
247 0.03
744 42.0
219 0.01
342
0.0
250 0.13
825 34.6
176 0.01
742 61.2
210 0.01
765 36.0
216 0.02
811 17.3
386 0.01
682
0.0 1,200 0.25
761
0.0 1,200 0.13
724 35.2
200 0.13
887
0.0 1,400 0.13
588 13.9
977 0.01
1,346
0.0 1,945 0.20
638
0.0
759 0.28
734
0.0
716 0.07
666
0.0 1,000 0.13
1,014
0.0 1,154 18.40
1,503 19.2
15 0.13
1,630
1,821
382
386
1,290
549
855
1,228
1,482
1,063
461
1,344
727
1,018
1,407
1,065
1,044
889
1,443
2,716
1,141
1,119
1,168
1,130
671
1,133
1,130
1,129
1,335
2,175
2,283
1,076
2,654
2,007
3,998
1,591
1,591
1,912
2,402
1,384
1,972
2,266
572
577
1,587
762
1,100
1,511
2,324
1,518
645
1,540
1,095
1,355
2,125
1,453
1,430
1,129
2,253
3,344
1,547
1,398
1,675
1,507
845
1,552
1,507
1,517
1,747
2,521
2,670
1,444
3,104
2,305
4,681
1,915
1,964
2,250
2,917
2,147
553
719
307
310
479
344
397
458
1,362
734
297
317
595
544
1,161
692
686
387
1,309
1,016
715
677
820
680
280
735
711
687
665
559
624
652
727
482
1,104
523
602
546
832
1,233
39
42
327
331
1,011
478
425
600
13
27
162
931
454
6
10
5
5
432
9
725
6
6
601
6
360
6
6
6
10
1,203
969
6
1,418
50
526
547
590
862
2,081
13
38.6
43.7
0.4
0.4
0.4
0.3
2.7
3.2
74.6
35.0
3.9
2.0
2.2
68.7
83.8
74.5
76.3
3.1
90.3
11.1
79.4
79.1
3.7
82.1
2.0
78.7
77.1
80.8
68.4
2.9
5.3
70.5
3.9
42.4
22.7
6.1
5.5
4.4
0.3
68.8
8.57
8.35
7.52
7.55
7.23
7.35
7.52
7.44
8.39
8.38
7.94
7.42
7.11
7.65
8.78
8.80
8.75
7.80
8.08
7.54
8.80
8.72
7.23
8.85
7.61
8.78
8.92
8.80
8.57
7.07
6.89
8.87
6.87
8.58
7.45
7.81
8.02
7.61
7.64
8.41
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
17N 59E 26 DAAC
17N 59E 26 DBA
18N 51E 15 ADDB
18N 51E 15 ADDB
18N 51E 28 DDDD
18N 51E 32 ABAA
18N 54E 26 BCCC
18N 54E 26 CABC
18N 54E 26 CCBB
18N 55E 02 BCBB
18N 56E 04 BCCA
18N 56E 04 CABA
18N 56E 04 DCDA
18N 56E 25 ADBA
18N 56E 25 ADBA
18N 56E 33 ACBA
18N 56E 33 ACBA
18N 56E 34 AB
18N 57E 03 ABBB
18N 57E 04 AABB
18N 57E 05 DDCC
18N 57E 06 BDDA
18N 57E 06 CCCB
18N 57E 07 DCCA
18N 57E 09 CABC
18N 57E 11 DACB
18N 57E 17 ABBB
18N 57E5 AADB
18N 58E 15 BDAC
18N 58E 36 BCCC
18N 59E 20 BCDC
18N 59E 20 BCDC
18N 59E 32 DACC
18N 59E 36 BDDBD
18N 60E 04 DAAC
19N 50E 12 CD
19N 50E 12 CD
19N 50E 12 DDBA
19N 52E 07 AC
19N 53E 13 CCCD
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-8
1995Q0655
1976Q1315
1995Q0479
1995Q0480
1995Q0491
1995Q0478
1995Q0581
1995Q0572
1995Q0582
1976Q1186
1982Q0085
1982Q0084
1982Q0083
1995Q0536
1995Q0535
1995Q0320
1995Q0532
1949Q0027
1982Q0031
1995Q0529
1981Q1391
1981Q1388
1981Q1387
1981Q1390
1995Q0525
1976Q1280
1981Q1392
1981Q1389
1976Q1279
1995Q0656
1995Q0576
1995Q0573
1995Q0575
1976Q1281
1976Q1284
1982Q0041
1982Q0042
1995Q0651
1974Q0050
1995Q0585
2,240
2,726
660
661
1,621
891
1,224
1,572
2,300
1,692
713
1,933
1,137
1,721
2,220
1,683
1,634
1,260
2,363
3,280
1,883
1,764
1,769
1,718
977
1,788
1,877
1,848
2,079
2,440
2,670
1,771
3,020
3,045
5,328
2,192
2,183
2,310
2,770
2,140
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
FHHC
SHU
SHU
DHU
DHU
DHU
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
DHU
222 5.9 322.0 360.7 <.003 0.01 10.6
118 7.7
91.6 77.4 1.10 0.12 14.4
379 8.5 163.0 165.0 1.92 0.07 14.6
13 3.3
80.9 63.7 0.68 0.15 22.5
61 7.4 165.0 122.0 0.05 0.01 22.3
102 4.2
85.9 46.3 3.11 0.18 30.2
211 6.4
87.0 66.0 0.32
25.0
165 9.3 126.0 52.0 0.01 <.002 21.4
730 2.3
2.8
1.3 0.10 0.01 7.9
457 0.8
1.5
0.4 0.01 0.00 13.4
332 11.2 418.0 290.0 3.67 0.42 11.0
99 5.1
97.5 69.0 <.01 0.02 10.1
59 9.1 139.0 151.0 0.20 0.04 18.2
155 8.8 142.0 134.0 0.07 0.13 16.3
445 2.3
6.2
3.7 0.06 0.01 7.3
532 5.5
23.7 19.5 <.002 0.06 7.4
97 5.1 297.0 180.0 0.13 0.51 9.6
50 8.5 286.0 190.0 0.87 0.88 14.1
15 1.6
36.4 18.8 <.002 <.001 14.6
8 1.6
62.1 23.5 <.002 <.001 16.0
151 8.4 301.0 300.0 2.00 0.24 17.3
820 6.5
38.1 33.6 0.36 0.04 8.3
13 2.1
56.5 37.5 0.03 <.01 15.1
203 4.6
48.6 43.9 0.06 0.05 14.1
12 2.3
37.9 31.1 <.002 0.05 14.9
4 1.8
52.1 24.3 <.002 0.02 14.5
401 4.3
8.4
7.8 0.02 0.03 10.2
53 6.0 164.0 130.0 0.61 0.20 23.0
56 4.7 102.0 84.7 <.002 0.07 17.5
550 9.7
66.5 59.0 1.64 0.07 12.6
524 1.9
2.1
1.3 0.16 0.01 8.8
218 2.4
98.0 90.0 0.17
30.0
51 5.6
84.0 33.0 4.70
27.0
495 8.4 163.4 124.3 <.01 0.15 11.0
108 3.4
38.5 45.0 3.47 0.08 7.9
67 8.5 270.0 240.0 0.83 0.46 16.0
67 5.7 366.6 293.0 0.35 0.26 14.3
12 4.1 176.0 77.0 0.07 <.01 14.2
78 5.8
99.8 92.1 0.68 0.09 14.6
444 2.0
3.3
1.9 0.03 0.01 8.1
40.0
3.0
7.5
2.0
84.0
4.0
20.0
20.0
61.0
50.0
11.0
2.7
4.2
3.4
2.9
4.6
22.0
8.4
2.4
7.2
10.0
6.0
14.2
5.1
3.5
1.1
2.5
2.9
2.6
6.0
3.8
8.0
10.0
5.3
18.0
6.4
22.5
14.0
3.4
10.0
0.21 477
0.31 607
0.18 1,230
0.65 531
0.20 389
0.54 658
292
0.20 435
2.40 1,839
1.60 773
0.20 736
0.30 405
0.02 734
0.66 747
0.78 397
0.16 695
0.20 418
0.05 615
0.33 222
0.09 234
0.12 999
0.30 1,201
0.20 268
0.09 627
0.59 311
0.20 278
0.80 825
0.10 849
0.30 560
1.10 911
3.20 996
0.60 694
268
0.50 726
0.30 552
0.10 651
0.24 481
0.20 577
0.02 608
1.40 632
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.3
38.0
0.0
0.0
0.0
0.0
7.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
21.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
10.1
2,250
350
858
38
483
100
628
485
0
223
2,225
386
472
578
646
677
1,246
1,028
9
21
1,450
1,100
16
220
17
8
233
348
250
811
298
456
204
1,368
62
1,200
1,800
282
278
402
23.75
0.13
0.07
0.13
32.70
0.13
6.55
2.75
0.13
0.03
0.10
0.70
0.04
12.90
0.12
0.12
0.20
0.20
1.49
14.90
0.13
0.13
19.60
0.29
0.30
0.91
0.33
0.31
0.13
1.80
0.25
0.86
0.14
1.90
0.01
0.01
0.13
3.00
0.04
0.10
3,470
963
2,204
486
1,169
701
1,194
1,096
1,719
1,167
3,666
869
1,215
1,419
1,317
1,612
2,063
1,889
209
270
2,732
2,604
307
849
273
244
1,075
1,146
794
1,968
1,355
1,246
551
2,536
559
2,130
2,807
867
872
1,194
3,712 391 2,289
1,271 498
547
2,828 1,009 1,086
755
435
464
1,366 319
914
1,034 539
405
1,342 239
489
1,317 357
529
2,652 1,508
12
1,559 697
5
4,039 604 2,237
1,075 332
527
1,587 602
969
1,798 613
906
1,519 326
31
1,965 570
139
2,275 343 1,482
2,201 504 1,496
322
182
168
389
192
252
3,239 820 1,986
3,213 985
233
443
220
295
1,167 514
302
431
255
223
385
228
230
1,493 677
53
1,577 696
945
1,078 459
603
2,430 747
409
1,860 817
11
1,598 569
615
687
220
346
2,904 596
920
839
453
281
2,461 534 1,662
3,051 394 2,121
1,160 473
756
1,180 499
628
1,515 518
16
2.0
2.2
5.0
0.3
0.9
2.2
4.2
3.1
90.4
85.6
3.1
1.9
0.8
2.2
34.9
19.6
1.1
0.6
0.5
0.2
1.5
23.3
0.3
5.1
0.4
0.1
24.0
0.8
1.0
11.8
70.1
3.8
1.2
7.1
2.8
0.7
0.6
0.2
1.4
48.2
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
19N 53E 23 AAAA
19N 53E 23 CAAA
19N 53E 24 CCDC
19N 55E 08 DDDA
19N 56E 26 CBCA
19N 57E 21 BABB
19N 57E 26 AD
19N 57E 35 ABAC
19N 58E 03 DBBB
19N 58E 08 CBDB
19N 60E 17 CD
20N 50E 18 CDDA
20N 53E 04 DAAA
20N 53E 14 BBCC
20N 53E 20 CCCC
20N 53E 22 BCCC
20N 53E 26 AAAD
20N 54E 02 BCAA
20N 54E 13 DCCC
20N 54E 13 DCDD
20N 54E 31 AADA
20N 54E 31 AADC
20N 55E 19 DBCD
20N 55E 32 AAAA
20N 55E 32 AAAA
20N 56E 05 BCAD
20N 56E 08 DDCD
20N 56E 08 DDCD
20N 56E 18 AAAD
20N 56E 24 CBDB
20N 57E 21 DCCB
20N 58E 21 BBCB
20N 58E 32 AC
21N 51E 14 CBBB
21N 52E 17 CABC
21N 53E 08 DABB
21N 53E 08 DABB
21N 53E 22 DAAB
21N 53E 29 ADAD
21N 54E 04 BCCB
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
La
bN
Extra
um
be
r
M:32629
M:32630
M:2384
M:137973
M:2389
M:137975
M:140641
M:32743
M:2390
M:2391
M:2392
M:2494
M:2495
M:2496
M:2497
M:2498
M:2499
M:2502
M:2504
M:2505
M:34086
M:34087
M:2506
M:2508
M:2509
M:2512
M:2513
M:2514
M:2517
M:2518
M:2521
M:140642
M:140643
M:2625
M:2626
M:143805
M:143805
M:2627
M:2628
M:2629
8.11
7.49
7.70
7.28
7.70
7.88
7.70
7.89
8.35
8.74
6.88
7.94
8.12
7.51
8.52
8.25
7.36
7.22
8.11
8.09
6.93
7.79
7.67
7.95
8.03
7.87
8.01
6.88
7.26
7.58
8.50
8.00
7.40
8.16
7.56
3,310
1,277
3,007
784
1,768
1,073
1,630
1,491
2,636
1,886
4,130
1,283
1,762
2,062
2,089
2,451
2,509
2,368
360
501
3,020
3,390
620
1,334
519
430
1,626
1,651
1,195
2,827
2,126
1,720
778
3,232
888
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
6.98
7.26
8.13
8.44
2,850
1,297
1,316
1,869
##
##
##
##
C-9
1995Q0584
1995Q0586
1981Q1703
1995Q0638
1976Q1285
1995Q0653
1949Q0014
1996Q0571
1976Q1318
1985Q0945
1976Q1282
1975Q1649
1981Q1709
1981Q0265
1981Q0266
1981Q1707
1976Q1085
1976Q1163
1982Q0045
1982Q0046
1995Q0481
1995Q0484
1976Q1164
1981Q1705
1981Q1706
1985Q1059
1985Q1055
1985Q1056
1985Q1058
1976Q1185
1976Q1314
1949Q0015
1949Q0016
1975Q1648
1976Q1157
1976Q5000
1995Q0639
1976Q1084
1981Q1710
1976Q1184
M:2630
M:2632
M:2633
M:126755
M:2634
M:2635
M:2636
M:700494
M:142678
M:2637
M:35183
M:140670
M:2638
M:2758
M:2759
M:2760
M:2761
M:35583
M:2762
M:2763
M:35606
M:2764
M:35619
M:2765
M:2767
M:35688
M:2768
M:2770
M:2773
M:140676
M:890965
M:2775
M:79510
M:140681
M:35890
M:140686
M:140691
M:140709
M:2906
M:2907
SHU
23 3.3
72.5 44.0
DHU
32 5.9
93.2 82.9
DHU
860 6.7
68.4 57.6
SHU
10 3.2
82.9 32.7
SHU
15 2.7
47.0 33.0
SHU
823 2.5
7.1
4.9
DHU
200 5.4
33.4 38.0
SHU
39 4.1 128.1 85.8
SHU
143 6.0
79.3 67.5
FHHC 442 1.5
1.6
0.3
SHU
34 4.3
66.4 37.3
SHU
695 14.0
50.0 74.0
SHU
715 2.5
2.5
2.0
SHU
250 5.1
26.3 67.5
SHU
116 4.9 110.7 120.1
SHU
618 2.2
3.7
2.5
SHU 1,325 6.0
39.0 30.3
FHHC 480 1.4
1.5
0.4
SHU
37 7.2
68.0 100.1
SHU
628 11.4 146.9 117.0
SHU
24 4.3 144.9 108.1
DHU
261 6.7
93.0 79.5
FHHC 441 1.5
1.6
0.4
SHU
925 18.7 402.0 358.0
SHU
29 5.0 100.0 65.0
DHU
368 4.8
27.0 23.7
SHU
96 10.7 147.0 236.0
SHU
58 4.1
54.5 40.1
SHU
567 3.8
16.8 14.8
DHU
857 2.4
3.0
7.4
SHU
149 9.5
68.4 110.0
DHU
660 2.6
2.7
2.0
FHHC 467 1.2
1.5
0.4
SHU
31 4.0 108.0 45.0
FHHC 480 1.4
1.5
0.4
SHU
226 4.0 124.0 84.0
DHU
602 10.0
6.0
6.6
SHU
30 2.4 100.0 46.0
SHU
460 4.8
50.8 45.5
SHU
436 4.6
58.6 42.7
0.03 0.01 13.0
0.07 0.15 18.7
0.38 0.06 6.8
0.02 0.01 14.5
0.11 0.04 14.3
0.09 0.01 7.2
2.40 0.04 11.3
0.12 0.07 13.7
0.09 0.07 14.8
0.02 0.01 12.8
0.34 0.07 24.2
0.06
26.0
0.15 0.01 7.1
0.20 <.01 14.0
5.60 0.15 8.6
0.01 <.01 6.2
0.02 0.04 6.2
0.10 0.01 11.8
<.01 <.01 10.2
0.01 0.06 9.2
0.01 0.14 9.1
1.65 0.03 13.6
0.02 0.00 12.8
5.06 0.37 12.0
4.42 0.21 12.8
0.39 0.03 9.0
0.46 0.17 7.5
0.01 0.00 15.0
0.13 0.01 7.2
0.15
16.0
0.08 0.06 23.3
0.27 <.01 7.0
0.05 <.002 14.5
0.06
18.0
0.10 0.01 11.9
8.10
23.0
0.06
14.0
9.90
15.0
<.01 <.01 8.9
0.01 0.04 8.1
11.6
2.5
18.0
5.0
2.1
6.7
2.6
10.5
4.0
101.0
3.0
9.8
24.5
111.0
6.4
12.9
5.8
70.0
12.2
4.8
2.0
5.0
70.0
12.0
8.5
5.0
129.5
10.6
5.9
71.0
32.3
24.0
113.0
7.0
120.0
13.0
17.0
1.0
8.2
4.9
0.20 405
0.21 575
0.30 922
0.22 373
0.30 334
2.00 1,064
0.40 569
0.31 448
0.25 623
5.30 913
0.33 401
1.20 852
3.40 1,851
0.40 348
446
2.70 665
0.40 619
3.80 1,057
0.10 464
713
0.20 549
0.20 686
4.60 821
0.05 1,043
0.10 421
0.22 817
0.20 350
0.55 286
1.94 871
2.00 2,080
1.85 603
4.10 1,736
5.90 917
0.40 453
4.70 961
0.60 648
3.20 1,490
0.20 532
0.20 772
1.30 806
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
38.4
0.0
0.0
0.0
61.4
0.0
33.6
0.0
50.4
0.0
0.0
0.0
0.0
43.2
0.0
0.0
0.0
0.0
0.0
0.0
57.0
7.2
0.0
58.0
0.0
51.6
0.0
89.0
0.0
0.0
0.0
52 3.90
185 0.05
1,451 0.05
48 0.50
14 0.27
903 0.65
204 0.40
350 0.13
300 0.13
19 0.01
100 0.13
1,180 0.11
0 0.05
354 0.40
642 0.20
691 0.60
2,617 1.80
3 0.13
240 13.30
1,577 0.40
400 0.13
527 0.01
175 0.13
3,452 0.17
218 0.16
300 0.13
1,001 2.60
165 0.06
558 0.04
2 0.05
352 3.17
0 0.17
<2.5 <.05
128 0.54
3 0.13
588 0.05
10 0.11
66 0.05
677 2.80
612 0.90
424
704
2,924
381
293
2,281
778
852
922
1,072
467
2,470
1,669
1,062
1,235
1,700
4,336
1,140
716
2,846
964
1,326
1,155
5,700
651
1,141
1,803
489
1,605
2,042
1,054
1,558
1,113
565
1,145
1,390
1,492
533
1,638
1,566
629
996
3,392
570
462
2,821
1,067
1,079
1,239
1,535
670
2,902
2,608
1,238
1,461
2,038
4,650
1,676
951
3,208
1,242
1,674
1,572
6,229
864
1,555
1,981
634
2,047
3,098
1,360
2,439
1,578
795
1,633
1,719
2,248
803
2,029
1,975
332
362
472
574
756
408
306
342
274
253
873
38
466
240
367
673
511
476
812
5
329
319
699
429
1,518
14
287
344
366
771
546
20
507
222
951
5
380
582
585
848
450
807
563
559
746
6
856 2,477
345
517
670
165
287 1,338
235
301
714
103
1,707
38
495
624
1,424
15
753
5
372
455
875
5
531
655
1,224
42
436
439
633
314
661
322
0.5
0.6
18.5
0.2
0.4
58.2
5.6
0.7
2.9
84.1
0.8
14.6
81.8
5.9
1.8
60.8
38.7
89.8
0.7
9.4
0.4
4.8
81.0
8.1
0.6
12.5
1.1
1.5
24.3
60.5
2.6
74.2
89.1
0.6
91.7
3.8
40.4
0.6
11.3
10.6
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
21N 54E 22 CBDD
21N 54E 32 ABBB
21N 55E 14 ABAD
21N 56E 12 CDCB
21N 56E 26 BAAC
21N 56E 32 DDAC
21N 57E 10 CDDD
21N 57E 14 CDCC
21N 57E 15 BAAB
21N 58E 03 CBBC
21N 58E 10 AABB
21N 59E 05 BAA
21N 59E 30 BBCA
22N 50E 29 CCDB
22N 51E 01 ADDA
22N 51E 10 ADDA
22N 52E 25 CBCA
22N 52E 29 ADDD
22N 52E 30 DCCD
22N 53E 22 BDCB
22N 54E 04 DADA
22N 54E 32 BAAC
22N 55E 01 CDCA
22N 55E 32 ABDB
22N 56E 15 BDCC
22N 57E 10 AACB
22N 58E 09 BABB
22N 58E 13 CCDD
22N 58E 14 DBAC
22N 59E 02 DA
22N 59E 07 AADB
22N 59E 13 CCBB
22N 59E 16 DABC
22N 59E 16 DCB
22N 59E 18 DCCB
22N 59E 19 AB
22N 59E 30 BB
22N 59E 34 CA
23N 50E 14 CACB
23N 50E 14 CACC
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-10
1976Q1189
1981Q0264
1976Q1192
1995Q0530
1976Q1161
1985Q1180
1976Q1162
1995Q0644
1995Q0654
1976Q1187
1995Q0658
1949Q0018
1976Q1193
1975Q1651
1975Q1784
1975Q1546
1975Q1655
1996Q0123
1975Q1654
1975Q1696
1995Q0482
1976Q1190
1996Q0120
1976Q1191
1976Q1160
1995Q0646
1976Q1188
1981Q1829
1981Q1828
1949Q0007
1989Q1434
1976Q1159
1997Q0205
1949Q0019
1996Q0122
1949Q0020
1949Q0008
1949Q0009
1975Q1652
1975Q1653
7.52
733 ##
7.72 1,115 ##
7.85 3,969 ##
7.53
641 ##
7.80
519 ##
8.70 3,380 ##
7.50 1,220 ##
7.40 1,230 ##
7.60 1,334 ##
8.81 1,762 ##
7.43
694 ##
7.60 3,560 ##
8.13 2,614 ##
8.68 1,653 ##
7.41 1,699 ##
8.53 2,601 ##
8.03 5,312 ##
8.74 1,708 ##
7.84 1,137 ##
7.93 3,704 ##
7.58 1,295 ##
7.34 1,954 ##
8.77 1,821 ##
7.06 6,445 ##
7.49 1,011 ##
7.85 1,716 ##
7.78 2,484 ##
7.75
792 ##
8.16 2,473 ##
8.30 2,960 ##
8.43 1,603 ##
8.08 2,414 ##
8.60 1,705 ##
7.00
873 ##
8.75 1,756 ##
7.50 1,830 ##
8.20 2,400 ##
7.50
803 ##
8.14 23,740 ##
7.98 2,173 ##
SHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
DHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
SHU
460
594
514
1,025
120
765
676
775
781
3
10
13
667
180
212
545
497
691
7
629
17
104
85
578
4
197
72
55
110
125
619
341
62
40
75
59
52
77
66
53
4.6
3.7
1.7
5.1
3.5
2.8
5.1
2.8
2.8
1.8
2.3
3.0
3.5
18.2
19.2
2.1
1.9
5.5
2.5
3.8
5.6
12.5
6.7
7.2
0.8
8.0
10.2
9.1
5.6
5.9
2.2
2.3
4.1
0.8
8.0
3.2
5.9
6.1
4.7
4.4
45.6
32.2
2.2
15.1
104.1
4.5
65.5
5.8
5.8
85.1
93.5
112.0
5.6
237.1
244.5
3.3
2.7
30.7
78.0
13.1
104.0
161.3
172.0
6.5
63.0
55.0
94.3
90.2
80.7
82.0
3.9
12.4
46.2
55.0
111.0
65.0
74.0
109.0
67.2
98.5
36.8 <.01 0.16 12.9
22.2 0.06 <.01 5.3
1.4 <.01 <.01 6.6
13.8 0.06 0.02 6.6
78.2 <.01 <.01 11.1
3.1 0.11 0.01 7.6
40.6 0.35 0.09 9.1
5.3 0.25 <.01 6.5
4.3 0.63 0.01 7.3
31.4 0.08 <.01 7.9
36.2 3.63 0.37 12.9
45.7 3.57 0.44 14.2
3.6 0.41 0.02 8.0
294.4 0.01 0.08 11.5
294.2 <.003 0.10 11.6
2.2 0.05 0.01 8.3
1.8 0.34 0.01 7.9
27.8 0.03 0.03 8.2
28.5 0.04 0.02 11.3
11.4 0.13 0.01 8.7
50.7 4.13 0.46 17.8
112.1 0.37 0.03 22.6
158.0 0.47 0.28 10.4
6.0 1.00
10.0
23.0 0.11
18.0
80.0
24.0
49.6 2.73 0.30 27.6
53.8 1.24 0.41 27.8
48.1 0.00 0.01 1.8
55.2 0.01 <.002 23.1
2.1 0.13 0.01 5.8
18.3 0.09 0.01 7.1
38.3 1.40 0.15 10.5
56.0 0.42
19.0
88.2 0.69 0.46 24.9
56.0 2.60
26.0
58.0 2.60 0.24 21.3
93.0 2.50 0.21 17.8
43.5 <.003 0.09 20.1
30.6 0.35 0.52 14.9
7.6
8.3
12.1
11.7
3.4
0.0
4.5
1.5
8.0
2.3
2.3
5.5
8.0
32.5
30.0
0.6
0.0
7.4
3.1
5.0
17.3
120.0
3.9
17.0
10.0
12.0
9.2
11.0
30.0
25.0
12.7
7.6
16.3
4.0
20.0
6.0
18.0
23.4
20.0
11.7
1.00 761
1.00 1,058
4.00 1,138
1.00 1,415
483
3.10 930
0.68 1,025
1.00 1,050
2.10 963
395
0.37 399
0.18 386
2.60 720
0.36 530
0.50 517
4.10 829
3.80 872
0.40 888
0.10 332
0.30 868
0.20 503
0.17 389
0.20 647
1.80 912
246
0.80 635
0.64 435
0.40 424
0.64 503
0.66 545
2.64 894
1.74 584
0.50 311
0.20 342
0.22 470
0.20 348
0.50 373
0.50 416
0.50 375
0.33 309
0.0
24.0
38.4
0.0
0.0
19.2
0.0
14.4
0.0
0.0
0.0
0.0
26.4
0.0
0.0
16.8
21.6
0.0
0.0
0.0
0.0
0.0
0.0
28.0
0.0
0.0
0.0
0.0
0.0
0.0
60.0
8.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
641 0.20
536 1.00
100 0.70
1,148 1.60
442 0.30
899 1.30
1,000 0.13
861 1.10
1,000 0.13
30 1.20
75 1.02
166 0.36
800 0.13
1,750 18.75
1,710 17.50
448 0.70
318 0.80
968 0.31
54 0.76
743 1.90
70 0.03
600 8.75
708 0.01
436 0.54
16 5.65
332 0.50
230 0.01
210 0.13
225 0.75
220 <.25
500 0.06
340 1.72
134 0.03
164 0.63
400 0.25
208 0.09
212 0.03
447 0.03
150 1.35
199 2.21
1,585
1,749
1,242
2,925
1,000
2,164
2,307
2,192
2,286
357
435
554
1,880
2,804
2,794
1,440
1,285
2,177
349
1,844
535
1,333
1,463
1,541
261
1,022
710
668
750
805
1,649
1,028
466
509
960
598
628
981
558
568
1,971 624
265
2,286 868
172
1,819 934
11
3,643 1,161
95
1,245 396
582
2,636 763
24
2,827 841
331
2,725 861
36
2,774 790
32
557
324
342
637
327
382
750
317
468
2,245 591
29
3,073 434 1,804
3,056 424 1,821
1,860 680
17
1,728 716
14
2,627 728
191
518
272
312
2,284 712
80
790
413
468
1,530 319
864
1,792 531 1,080
2,004 748
41
386
202
252
1,344 521
467
931
357
440
883
348
447
1,005 412
399
1,082 447
432
2,103 734
18
1,325 479
106
624
255
273
682
281
368
1,199 386
640
774
285
393
817
306
424
1,193 342
655
748
308
347
724
253
372
12.3
19.7
66.7
45.9
2.2
68.0
16.2
56.0
59.9
0.1
0.2
0.3
54.1
1.9
2.2
57.0
57.5
21.8
0.2
30.7
0.3
1.5
1.1
39.3
0.1
4.0
1.5
1.1
2.4
2.6
62.8
14.4
1.6
0.9
1.3
1.3
1.1
1.3
1.6
1.2
8.06
8.54
8.49
8.23
7.95
8.57
7.87
8.38
7.83
8.16
7.64
7.23
8.68
7.42
7.75
8.55
8.65
8.15
8.13
8.14
7.81
7.54
7.06
8.30
7.60
7.80
7.66
8.14
7.54
7.41
8.76
8.54
7.63
7.80
7.61
7.60
7.37
7.62
7.49
7.91
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
23N 51E 04 ABBB
23N 51E 13 ABAB
23N 52E 18 BDAC
23N 52E 18 BDAC
23N 52E 22 CAAB
23N 52E 28 AA
23N 53E 10 DDDD
23N 53E 14 BAAB
23N 53E 14 BBDA
23N 54E 18 ADDA
23N 55E 33 AACD
23N 55E 33 AACD
23N 55E 36 DCDA
23N 55E 36 DDCC
23N 55E 36 DDCC
23N 56E 09 BAA
23N 56E 15 BD
23N 56E 32 BBBC
23N 57E 10 ACAC
23N 57E 14 ADAD
23N 57E 22 DDDA
23N 58E 02 CBDC
23N 58E 18 ACBB
23N 59E 02 AB
23N 59E 08 DD
23N 59E 11 BA
23N 59E 13 CCCC
23N 59E 13 CCCC
23N 59E 15 ADBCB
23N 59E 15 ADBCB
23N 59E 22 BCCB
23N 59E 29 BBBB
23N 59E 29 BDDD
23N 59E 31 AA
23N 59E 32 AADA
23N 59E 32 AD
23N 59E 32 ADDC
23N 59E 32 BABC
23N 59E 32 BABD
23N 59E 34 DAAC
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
La
bN
Extra
um
be
r
M:2908
M:2909
M:2911
M:2910
M:2912
M:2913
M:36271
M:2914
M:700671
M:2915
M:2917
M:2917
M:148498
M:36336
M:36336
M:2918
M:2919
M:2920
M:2921
M:2922
M:2923
M:36423
M:2926
M:140710
M:140711
M:140712
M:2927
M:2927
M:136651
M:136651
M:2976
M:2977
M:36648
M:140713
M:36693
M:140714
M:132774
M:36707
M:36706
M:2978
2,292
2,560
1,939
4,091
1,339
3,164
2,800
3,117
3,030
600
706
872
2,350
2,790
2,950
2,199
1,995
3,084
580
2,698
889
1,750
2,137
2,380
447
1,520
1,075
1,001
1,087
1,081
2,531
1,610
836
746
1,297
847
994
1,310
906
886
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
C-11
1975Q1702
1975Q1699
1975Q1700
1975Q1785
1975Q1701
1979Q0427
1995Q0647
1975Q1697
1995Q0648
1975Q1698
1980Q2536
1990Q0170
1995Q0485
1995Q0490
1996Q0565
1979Q0420
1979Q0421
1979Q0466
1984Q0042
1979Q0419
1980Q2599
1995Q0635
1984Q0923
1949Q0010
1949Q0012
1949Q0021
1980Q2610
1996Q0564
1995Q0636
1995Q0637
1980Q2600
1980Q2596
1996Q0711
1949Q0022
1995Q0527
1949Q0023
1996Q0703
1996Q0710
1996Q0709
1981Q1090
M:140716
M:140717
M:3009
M:3008
M:3010
M:3011
M:3012
M:3013
M:3014
M:3019
M:3020
M:3021
M:139776
M:3023
M:3024
M:3025
M:3026
M:37349
M:3027
M:3029
M:3030
M:3031
M:37875
M:3062
M:3063
M:3064
M:3065
M:3066
M:3067
M:3068
M:3069
M:3070
M:3071
M:3072
M:3073
M:3074
M:3075
M:3076
M:3078
M:3079
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
DHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
DHU
SHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
DHU
DHU
SHU
DHU
173
940
1,210
317
46
227
565
664
14
288
21
606
331
504
613
467
1,027
695
37
146
62
628
794
275
131
154
606
632
18
36
675
246
270
978
806
22
599
658
422
648
11.0
14.0
8.9
1.9
3.4
8.9
6.7
2.3
3.4
7.4
6.2
2.3
15.9
2.0
2.5
5.0
7.5
2.9
2.9
5.5
6.7
2.4
6.1
5.7
4.3
4.8
2.0
2.1
4.0
3.6
2.4
9.3
5.2
6.4
2.5
3.6
2.4
2.5
16.4
2.4
158.0
103.0
275.5
49.1
114.8
169.4
51.2
4.0
84.9
178.0
109.0
4.3
364.0
2.7
2.6
26.0
84.3
5.4
188.0
76.9
126.0
2.6
103.2
218.0
159.1
230.0
2.8
3.1
177.5
214.0
3.0
188.0
440.0
337.0
8.5
63.2
2.4
4.9
323.0
2.6
69.0 10.00
69.0 8.40
347.8 0.03
115.4 0.01
82.6 <.01
162.5 0.01
39.6 0.05
2.8 0.07
62.8 <.002
125.0 1.44
73.9 3.82
3.3 0.09
285.5 4.70
1.7 0.09
2.0 0.31
26.7 2.16
99.0 0.03
4.3 0.03
115.0 0.03
41.3 4.80
74.7 3.82
2.3 0.07
97.3 0.01
137.0 0.04
102.1 0.01
118.0 0.02
2.2 0.03
2.1 0.05
80.8 0.13
108.0 0.39
1.8 0.07
155.0 2.77
445.0 2.17
492.0 0.01
5.6 0.10
30.9 0.03
1.4 0.46
3.7 0.08
264.0 15.50
2.5 0.34
0.05
0.02
<.01
1.20
0.01
<.01
0.04
1.20
0.23
0.01
0.42
<.01
0.01
0.05
0.06
0.01
0.14
0.11
0.19
<.01
0.01
3.10
0.01
0.00
<.01
<.01
0.02
0.85
<.01
0.20
0.56
0.20
0.02
0.00
<.01
<.01
0.67
0.01
21.0
22.0
13.7
10.5
10.1
10.3
7.9
8.8
13.7
8.8
16.8
7.7
12.8
9.2
8.2
7.6
7.1
7.3
12.2
17.7
19.6
8.6
12.5
12.3
13.0
15.0
8.1
7.9
10.3
14.6
9.4
14.4
17.1
12.1
7.2
13.6
10.2
7.7
9.9
7.7
19.0
18.0
11.5
26.5
3.0
15.3
8.4
1.6
4.4
10.8
1.1
15.5
4.5
0.0
3.0
4.3
12.8
12.0
13.3
6.8
7.8
21.0
6.5
17.4
3.5
12.2
33.4
15.8
7.2
9.4
27.9
1.7
1.7
23.0
18.9
4.8
4.5
8.7
21.1
16.9
0.20 843
0.60 1,020
0.20 684
0.05 443
405
683
0.23 855
3.50 768
0.22 436
0.56 592
0.29 526
1.80 732
0.25 597
5.70 922
4.10 1,469
0.23 566
0.27 1,250
2.89 772
0.42 556
0.51 450
0.32 591
4.60 1,537
0.75 971
0.16 672
475
0.11 462
4.00 1,138
4.50 1,078
504
0.11 553
3.40 1,706
0.10 954
0.23 473
0.26 786
1.52 711
0.25 327
5.30 1,519
2.60 690
0.23 966
4.31 854
0.0
0.0
0.0
0.0
0.0
0.0
0.0
18.2
10.6
0.0
0.0
19.2
0.0
30.7
60.0
0.0
0.0
39.6
0.0
0.0
0.0
40.8
0.0
0.0
0.0
0.0
18.7
48.0
0.0
0.0
37.9
0.0
0.0
0.0
0.0
0.0
31.2
0.0
0.0
0.0
332 0.00
1,660 1.40
4,074 2.83
811 22.60
385 2.90
1,007 0.20
787 0.52
769 0.40
120 0.82
1,080 0.33
209 0.01
646 0.05
2,380 0.13
296 0.20
1 0.05
715 0.45
1,820 0.72
900 0.13
530 1.32
300 0.13
286 0.08
0 0.05
1,500 3.75
1,120 0.65
648 3.80
980 0.45
363 0.70
399 0.30
387 1.10
560 1.45
0 0.01
837 0.80
2,971 0.48
4,175 0.51
1,120 0.13
56 1.49
0 0.10
850 0.30
2,110 0.03
650 0.01
1,208
3,339
6,282
1,572
847
1,939
1,888
1,853
529
2,022
701
1,667
3,693
1,306
1,420
1,533
3,675
2,050
1,175
822
878
1,468
3,002
2,120
1,299
1,742
1,601
1,646
933
1,221
1,602
1,925
4,387
6,412
2,321
357
1,405
1,878
3,659
1,755
1,636
3,856
6,629
1,797
1,052
2,285
2,322
2,243
751
2,322
968
2,038
3,995
1,774
2,165
1,820
4,309
2,442
1,457
1,050
1,178
2,248
3,495
2,461
1,540
1,977
2,178
2,193
1,189
1,502
2,467
2,409
4,627
6,811
2,682
523
2,176
2,228
4,149
2,189
691
837
561
363
332
560
701
630
358
486
431
601
489
757
1,206
464
1,025
634
456
369
485
1,261
796
551
390
379
933
885
413
454
1,400
782
388
645
583
268
1,246
566
792
700
679
541
2,119
598
627
1,092
291
22
470
959
576
24
2,084
14
15
175
618
31
943
362
622
16
658
1,108
818
1,060
16
16
776
979
15
1,107
2,930
2,867
44
285
12
27
1,893
17
2.9
17.6
11.4
5.6
0.8
3.0
14.4
62.3
0.3
4.1
0.4
53.5
3.2
59.2
69.5
15.4
18.0
54.2
0.5
3.3
1.1
68.4
13.5
3.6
2.0
2.1
65.8
68.0
0.3
0.5
76.1
3.2
2.2
8.0
52.7
0.6
76.0
54.6
4.2
68.8
7.30
7.70
7.82
8.18
7.98
7.89
8.21
8.43
8.49
7.88
7.96
8.59
7.43
8.55
8.64
7.89
7.77
8.51
7.55
8.03
7.80
8.59
7.48
7.78
7.75
8.07
8.42
8.70
7.58
7.91
8.40
7.13
7.59
7.88
8.51
7.90
8.46
8.09
7.25
8.43
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
23N 60E 07 AD
23N 60E 19 CA
24N 52E 28 BBAD
24N 52E 28 BBAD
24N 53E 15 CCCD
24N 54E 09 CDBC
24N 54E 12 ADCB
24N 54E 21 DDB
24N 54E 32 C
24N 55E 04 DADD
24N 55E 33 ACCD
24N 56E 19 AB
24N 57E 15 BBC
24N 57E 21 DD
24N 58E 12 DDAC
24N 58E 14 BBBB
24N 58E 15 AAAA
24N 59E 03 ABBA
24N 59E 03 ADAA
24N 59E 33 CADA
24N 59E 33 DDDD
24N 60E 07 ABAD
25N 51E 20 CBDB
25N 52E 05 CCAC
25N 52E 27 BABB
25N 53E 07 CCAD
25N 53E 32 DBCD
25N 53E 32 DBCD
25N 53E 33 CABA
25N 54E 19 BBCA
25N 54E 30 DAAA
25N 55E 03 BDAC
25N 55E 09 BAAA
25N 56E 08 BDDB
25N 56E 11 BAAB
25N 57E 09 BBDA
25N 57E 29 AAAD
25N 58E 24 CCCB
25N 58E 27 CCBD
25N 59E 11 BADB
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-12
1949Q0024
1949Q0025
1975Q1693
1975Q1650
1975Q1694
1975Q1695
1980Q2602
1979Q0467
1981Q0094
1980Q2601
1980Q2535
1979Q0397
1995Q0537
1979Q0465
1979Q0431
1981Q2095
1981Q2096
1995Q0650
1980Q2611
1980Q2597
1981Q0397
1979Q0396
1995Q0321
1980Q2591
1975Q1736
1980Q2593
1975Q1735
1979Q0469
1975Q1806
1980Q2592
1979Q0457
1979Q0575
1980Q2534
1980Q2594
1980Q2598
1980Q2512
1979Q0468
1979Q0482
1980Q2606
1980Q2608
1,810
4,180
6,972
2,252
1,235
2,393
2,792
2,700
964
2,701
1,052
2,538
3,420
2,061
2,254
2,233
4,754
2,690
1,608
1,270
1,350
2,284
3,660
2,777
1,708
2,255
2,449
2,488
1,330
1,687
2,569
2,504
4,590
7,232
3,390
595
2,219
2,773
4,265
2,638
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
SHU
SHU
SHU
SHU
SHU
FHHC
SHU
SHU
SHU
SHU
DHU
DHU
SHU
DHU
SHU
SHU
SHU
DHU
SHU
SHU
DHU
DHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
DHU
SHU
FHHC
SHU
SHU
DHU
SHU
SHU
SHU
SHU
SHU
11 3.0
51.8 19.3 0.02 0.07 18.4
9 2.9
49.6 17.7 0.03 0.24 16.1
10 4.5
59.4 31.4 0.02 0.07 20.0
34 5.7
97.9 35.0 0.00 <.001 27.6
511 3.5
82.8 45.8 0.02 0.01 14.6
969 2.0
4.3
1.9 0.00 0.01 11.4
571 4.1 162.0 82.0 0.08 0.01 12.4
389 6.3 228.0 200.0 0.02 0.04 18.8
252 6.4 183.8 120.1 5.50 0.15 16.8
65 1.8 108.0 123.0 0.40 0.35 15.0
1,111 2.7
9.7
4.2 0.09 0.02 6.9
1,104 3.3
9.7
5.0 0.04 0.01 7.9
135 7.2 167.0 109.0 5.78 0.27 14.9
817 3.7
9.9
7.0 2.39 0.07 9.9
960 3.8
19.3 12.2 0.27 0.01 8.1
347 14.4 310.0 440.0 2.42 0.32 9.7
936 6.8
70.6 74.0 0.08 0.15 8.3
545 2.2
2.3
1.5 0.20 0.02 10.2
316 11.6 233.5 169.3 2.10 0.16 10.4
713 2.6
6.5
4.4 0.03 0.01 7.4
675 9.2 108.0 122.0 0.55 0.05 8.1
683 3.2
16.5
9.2 0.11 0.02 7.9
688 2.7
10.1
7.1 0.07 0.03 6.2
551 2.3
2.3
2.5 0.11 <.01 6.0
879 3.2
9.2
6.8 0.01 0.01 6.7
1,076 7.7 217.0 77.2 15.02 0.71 14.9
617 9.2
7.1 23.0 0.26 0.03 2.9
418 4.6
54.5 31.8 2.71 0.63 17.2
617 3.5
10.1 29.6 0.03 0.02 2.9
480 0.7
1.9
0.6 0.06 0.00 10.1
1,256 4.6
31.8 21.9 0.34 0.03 7.5
463 5.2
6.8
2.0 0.10
16.0
214 5.1 106.0 64.6 0.05 0.01 18.6
866 2.7
10.6
6.2 0.76 0.02 6.5
727 18.0
9.8
4.6 0.05
10.0
120 4.9 131.0 44.1 4.80 1.70 19.6
448 8.2 204.0 95.0 0.32
18.0
1,537 7.5 127.0 79.0 0.13 0.09 8.9
1,084 7.0
2.2
3.7 0.07 0.00 0.8
518 1.5
4.6
1.1 0.09 0.02 11.0
10.8
3.1
5.4
21.0
11.8
6.0
24.5
19.8
6.5
7.3
28.0
22.5
5.2
22.5
11.0
13.6
7.1
2.9
3.5
14.1
6.9
11.0
16.1
3.4
3.4
41.0
16.0
17.3
36.5
84.1
26.1
116.0
6.3
24.0
44.0
20.0
16.0
20.8
9.2
112.0
0.10
0.10
0.20
0.10
0.60
1.50
0.60
0.40
0.32
0.33
1.67
1.30
1.16
0.15
1.01
0.05
0.10
5.40
0.21
4.06
0.20
2.20
4.82
5.40
2.36
0.70
0.60
1.01
0.81
5.10
1.30
4.80
0.28
1.71
3.20
0.40
0.80
0.98
0.32
5.40
243
0.0
12 3.42
252
0.0
8 0.72
290
0.0
20 6.44
373
0.0
58 18.50
578
0.0
982 3.77
1,574 152.0
550 0.13
518
0.0 1,440 7.73
783
0.0 1,500 1.01
863
0.0
850 0.13
556
0.0
440 3.25
1,130
0.0 1,440 0.19
1,093
0.0 1,500 0.13
714
0.0
552 0.06
1,031
0.0 1,000 0.13
872
0.0 1,440 0.13
1,005
0.0 2,358 7.20
1,011
0.0 1,637 1.10
1,267 25.9
86 0.72
878
0.0 1,255 0.13
826
0.0
910 0.22
939
0.0 1,431 1.10
704
0.0 1,000 0.13
1,009
0.0
672 0.27
1,118 25.4
217 0.68
1,147
0.0
974 0.54
956
0.0 2,345 0.07
588 20.0
900 2.94
599
0.0
660 0.01
789 68.4
670 0.06
946 80.4
22 0.02
1,488
0.0 1,620 0.07
884 59.0
6 0.50
432
0.0
609 2.55
694
0.0 1,300 0.42
1,580 131.0
16 0.05
488
0.0
350 0.13
948
0.0 1,060 0.02
902
0.0 3,220 0.47
673 708.0
627 1.73
1,050 32.0
27 0.05
249
232
301
481
1,941
2,473
2,560
2,749
1,866
1,038
3,161
3,192
1,350
2,381
2,886
3,998
3,239
1,306
2,435
2,069
2,825
2,080
1,904
1,367
2,450
4,266
1,889
1,503
1,828
1,151
3,703
1,115
1,239
2,561
1,742
937
2,317
5,446
2,776
1,230
372
359
448
670
2,234
3,272
2,823
3,146
2,304
1,320
3,735
3,747
1,713
2,904
3,328
4,508
3,752
1,949
2,881
2,488
3,301
2,437
2,416
1,934
3,032
4,751
2,187
1,807
2,228
1,631
4,458
1,563
1,459
2,913
2,544
1,184
2,798
5,904
3,117
1,763
199
209
0.3
207
197
0.3
238
278
0.3
306
389
0.7
474
395 11.2
1,544
19 97.9
425
742
9.1
642 1,393
4.5
707
953
3.6
456
776
1.0
927
42 75.0
897
45 71.8
586
866
2.0
846
54 48.6
715
98 42.1
824 2,585
3.0
829
481 18.6
1,040
12 68.7
720 1,280
3.9
677
34 53.0
770
772 10.6
577
79 33.4
828
54 40.6
917
16 59.9
941
51 53.6
784
860 16.0
483
112 25.3
491
267 11.1
648
147 22.1
777
7 77.8
1,220 170 42.0
823
25 40.1
354
531
4.0
569
52 52.3
1,298
43 48.0
400
509
2.3
778
900
6.5
740
642 26.4
564
21 103.6
862
16 56.3
7.83
7.88
7.83
8.21
7.76
8.33
7.82
7.20
7.50
7.93
8.36
8.20
7.85
8.18
8.01
7.41
7.91
8.57
7.20
8.40
7.66
8.00
8.45
8.52
8.45
7.71
8.40
7.92
9.02
8.69
8.09
8.50
7.87
8.34
8.70
8.30
7.50
8.10
10.07
8.50
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Na
log
ic
Un
it
25N 59E 33 CDAA
25N 59E 33 CDAB
25N 59E 33 CDCA
25N 59E 33 DCBD
26N 51E 02 AABA
26N 51E 30 BDCC
26N 52E 05 ACCB
26N 52E 13 CBAD
26N 52E 26 DCDD
26N 52E 26 DDCC
26N 52E 35 ABBC
26N 52E 35 BADA
26N 54E 03 DCAB
26N 54E 17 DCAA
26N 55E 01 ABCA
26N 55E 19 BAAC
26N 56E 20 CBDA
26N 57E 17 ADAA
26N 57E 19 BBCA
26N 58E 15 ADDC
26N 58E 21 CCCC
26N 58E 27 CCDD
26N 59E 22 DBDD
26N 59E 26 CADC
26N 59E 32 BAAA
27N 51E 27 CBBB
27N 51E 29 ABB
27N 51E 29 BBCB
27N 53E 03 DBAA
27N 53E 20 CCDC
27N 53E 34 AAAA
27N 54E 07 BADD
27N 54E 12 CCAC
27N 54E 12 CCAD
27N 55E 23 DDBD
27N 56E 03 BDBB
27N 56E 03 CAB
27N 56E 22 DCBD
27N 56E 32 CCBA
28N 53E 29 DAC
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
La
bN
Extra
um
be
r
M:3088
M:3100
M:3101
M:3110
M:3219
M:38542
M:3220
M:3221
M:145622
M:3222
M:3223
M:38576
M:3224
M:138009
M:38618
M:3225
M:3226
M:3227
M:38693
M:3229
M:3230
M:125716
M:3232
M:3233
M:3234
M:3347
M:3348
M:3349
M:3351
M:3353
M:3354
M:3355
M:3356
M:3357
M:3362
M:150965
M:3363
M:3366
M:3367
M:3454
447
413
503
1,047
2,513
2,980
3,428
3,358
2,330
1,488
4,551
4,030
1,939
3,090
3,590
4,498
4,286
2,071
2,750
3,030
3,698
2,720
2,794
2,133
3,639
5,296
2,930
2,195
2,699
1,905
4,989
1,950
1,652
3,634
2,770
1,298
3,050
6,740
4,479
1,990
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
##
C-13
1988Q0743
1988Q0744
1987Q0919
1988Q0741
1980Q2542
1996Q0119
1980Q2544
1981Q2039
1995Q0649
1980Q2532
1980Q2607
1995Q0645
1980Q2531
1995Q0640
1995Q0534
1979Q0500
1979Q0483
1979Q0486
1995Q0533
1980Q2609
1979Q0484
1995Q0531
1980Q2603
1979Q0490
1980Q2604
1980Q2543
1963Q0038
1980Q2612
1980Q2546
1980Q2524
1980Q2545
1947Q0032
1980Q2547
1980Q2548
1947Q0034
1996Q0369
1964Q0038
1980Q2533
1980Q2595
1963Q0029
SHU
SHU
SHU
10N 50E 04 ABBA
11N 57E 35 ADCA
12N 52E 03 DAAA
13N 51E 31 ABDA
13N 54E 03 ADBC
13N 54E 03 ADBC
15N 49E 05 BBCD
15N 55E 04 AACC
16N 56E 29 BBBD
16N 60E 27 BBAC
19N 57E 26 CBCD
19N 59E 34 ADBB
21N 60E 29 BABA
25N 51E 20 CBBD
SPG
STR
STR
STR
STR
STR
UNK
STR
STR
STR
STR
UNK
UNK
STR
493 1.3
1.9
0.7
433 4.9
82.9 34.9
467 14.0 229.0 103.0
42
343
588
785
674
668
14
279
493
375
240
435
1,475
1,084
3.8
37.3 16.7
7.6
38.2 15.4
10.0
86.8 82.8
13.6 117.0 108.0
17.1 106.6 53.3
17.0 107.8 53.3
2.8
82.2 43.9
3.6
36.2 25.6
5.3
18.2
6.1
9.7
95.9 87.5
8.7
84.6 102.2
2.4
1.9
1.1
4.7
19.8 15.5
11.8
61.8 115.8
La
b
Co Spe
nd cifi
c
uc
tan
ce
La
bS
) (m
K(
g/L
Po
tas
)
siu
m)
Ca
(m
(C
g/L
alc
)
ium
) (m
Mg
g/L
(M
)
ag
ne
siu
m)
Fe
(m
(Iro
g/L
n)
)
(
mg
Mn
/
L
(M
)
an
ga
ne
se
) (m
Si
g/L
(Si
)
lica
) (m
g/L
Cl
)
(C
hlo
rid
e)
(m
F(
g/L
Flu
)
ori
de
HC
) (m
O
g/L
(m 3 (B
)
g/L ica
rbo
)
CO
na
3(
te)
Ca
rb o
na
te)
SO
(m
g/L
4(
Su
)
lph
ate
Ni t
) (m
rat
g/L
ea
)
sN
(
mg
To
ta
/L)
(m l Diss
g/L
olv
)
ed
Di s
So
so
lids
(m lved
g/L
) Cons
titu
en
Alk
ts
alin
ity
Ha
rdn
es
s
So
diu
Ra m A
ti o
ds
orb
tio
n
La
bp
H
(S
od
ium
Un
it
28N 53E 32 ADDD
28N 53E 32 DABC
28N 55E 33 DA
Na
log
ic
Hy
dro
on
Lo
ca
ti
um
be
r
Sit
eN
um
be
r
La
bN
Extra
C-14
1996Q0572 M:148595
1980Q2549 M:3459
1947Q0043 M:3469
Additional Data
1996Q0041 M:149455
1995Q0315 M:144391
1995Q0314 M:144390
1994Q0740 M:137281
1995Q0323 M:144396
1995Q0325 M:144396
1980Q2499 M:1989
1995Q0326 M:144398
1995Q0313 M:144399
1995Q0322 M:144395
1995Q0319 M:144394
1995Q0489 M:137995
1976Q1283 M:2639
1995Q0318 M:144393
0.19
3.18
3.60
0.03 10.2
0.16 18.0
12.0
140.0
109.0
26.0
5.00 988
1.44 1,032
0.05 1,190
37.2
0.0
0.0
3
300
971
0.13
0.07
1.40
1,176
1,496
2,413
1,678
2,020
3,017
811
846
976
8
351
996
77.8
10.1
6.4
8.68
7.80
7.10
1,875 ##
2,284 ##
3,230 ##
0.04
0.09
0.01
0.01
0.01
0.02
1.13
0.02
0.17
0.02
0.02
0.02
1.73
0.03
0.03
0.04
0.01
0.01
0.15
0.15
0.18
0.03
0.01
0.05
0.01
0.01
0.05
0.02
5.0
150.0
20.0
34.1
640.0
680.0
9.1
20.0
7.5
10.0
9.0
10.0
18.0
12.5
0.27 263
0.47 193
0.51 493
0.42 619
0.46 386
0.45 349
0.39 406
0.60 578
0.89 782
1.29 470
0.60 575
0.36 903
1.20 1,393
0.68 960
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9.6
76.8
0.0
16.8
32.8
0.0
33.6
33
500
1,400
1,801
750
800
71
300
400
1,000
700
200
2,038
2,000
<.25
1.25
<.25
<.25
0.75
1.00
292
1,163
2,438
3,178
2,442
2,510
440
971
1,404
1,818
1,456
1,136
4,268
3,797
426
216
1,261 158
2,688 404
3,492 508
2,638 316
2,687 286
646
333
1,264 474
1,801 643
2,057 385
1,748 472
1,594 741
4,975 1,143
4,284 788
162
159
558
737
486
489
386
196
71
600
632
9
113
631
1.4
11.9
10.8
12.6
13.3
13.1
0.3
8.7
25.6
6.7
4.2
62.2
60.3
18.8
8.14
7.95
8.30
8.33
8.19
8.09
7.89
8.34
8.89
8.08
8.34
8.71
8.08
8.50
493
1,749
2,880
4,070
3,460
3,510
737
1,402
1,945
2,290
1,920
1,701
5,743
4,510
25.4
11.0
6.4
14.2
10.3
10.4
15.2
10.8
9.4
6.6
12.0
7.2
7.8
3.8
0.25
0.50
<.25
<.25
<.25
0.25
##
##
##
##
##
##
##
##
##
##
##
##
##
##
Appendix D
Isotope Data
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
FHHC
SHU
SHU
DHU
FHHC
SHU
SHU
SHU
SHU
DHU
SHU
SHU
SHU
SHU
DHU
SHU
DHU
SHU
SHU
FHHC
SHU
SHU
SHU
FHHC
SHU
FHHC
FHHC
SHU
SHU
SHU
FHHC
SHU
lta
D
lta
O18
)**
PM
C
14
(
+/0.5
0.3
0.6
0.5
0.3
0.3
0.5
1.3
2.1
0.4
0.4
0.8
1.1
0.4
1.2
0.5
0.5
1.4
1.9
0.5
0.3
0.3
1.4
0.5
2.0
0.5
0.7
0.3
1.7
0.5
1.0
0.5
0.4
1.4
1.9
3.4
0.5
0.3
+/0.48
-147
-19.6
1.64
<0.91
0.69
-149
-148
-19.8
-20.0
1.45
0.69
-147
-19.6
<0.87
<1.10
-146
-148
-19.2
-19.2
<1.02
-138
-17.8
<1.73
-138
-18.3
C-
tiu
m
Tri
<0.8
2.3
<0.8
<0.8
<0.8
<0.8
<0.8
16.4
30.3
<0.8
<0.8
10.9
15.9
<0.8
16.3
<0.8
<0.8
18.6
27.8
<0.8
<0.8
<0.8
20.2
5.5
29.2
<0.8
8.9
<0.8
23.8
<0.8
13.9
<0.8
<0.8
19.9
26.1
49.8
<0.8
<0.8
De
01
01
01
01
01
01
01
02
02
02
01
01
01
01
01
01
01
01
01
01
01
01
01
01
01
01
01
01
01
04
01
01
01
01
01
01
02
01
De
1 1996Q0115
M:17562
05N 59E 09 ABAB
1996Q0519
M:20590
07N 60E 10 DAAC
1996Q0117
M:22039
08N 58E 34 BD
1996Q0116
M:23608
10N 54E 11 CBBD
1996Q0521
M:23677
10N 57E 28 DDAC
1996Q0563
M:24237
11N 58E 05 ACBC
1996Q0114
M:24646
12N 51E 15 CBDB
1995Q0641
M:148500
12N 51E 21 DADD
1996Q0555
M:24927
12N 59E 14 ADAC
1996Q0366
M:1845
13N 51E 31 BCDD
1996Q0367
M:1846
13N 51E 31 BDCB
1996Q0567
M:702103
13N 53E 02 DDCD
1996Q0568
M:26283
14N 54E 18 BCCA
1995Q0454
M:27650
15N 51E 34 ABCA
1995Q0445
M:130335
15N 53E 25 DAAB
1995Q0451
M:27719
15N 54E 02 DACD
1995Q0453
M:27720
15N 54E 02 DADB
1995Q0483
M:27869
15N 55E 33 BBBB
1995Q0488
M:27885
15N 57E 04 BCBC
1995Q0444
M:28933
16N 51E 36 DABD
1995Q0457
M:148181
16N 55E 19 BABD
1995Q0455
M:29072
16N 55E 19 BADB
1995Q0526
M:120632
16N 58E 30 DCAD
1995Q0491
M:122313
18N 51E 28 DDDD
1995Q0581
M:31513
18N 54E 26 BCCC
1996Q0121
M:32476
19N 48E 10 DACA
1995Q0584
M:32629
19N 53E 23 AAAA
1995Q0586
M:32630
19N 53E 23 CAAA
1995Q0530
M:126755
21N 56E 12 CDCB
1996Q0123
M:35583
22N 52E 29 ADDD
1995Q0482
M:35606
22N 54E 04 DADA
1996Q0120
M:35619
22N 55E 01 CDCA
1996Q0122
M:35890
22N 59E 18 DCCB
1995Q0490
M:36336
23N 55E 36 DDCC
1995Q0636
M:136651
23N 59E 15 ADBCB
1995Q0527
M:36693
23N 59E 32 AADA
1996Q0119
M:38542
26N 51E 30 BDCC
1995Q0534
M:38618
26N 55E 01 ABCA
* TU Tritium Units
** PMC Percent Modern Carbon
(TU
)*
ic U
Hy
dro
log
Lo
ca
tio
n
S it
eN
um
be
r
La
bN
um
be
r
nit
D-2
8.34
<1.57
2.04
1.67
-142
-139
-19.2
-18.6
2.38
0.62
-137
-18.0
-19.6