Arc Hydro Groundwater Data Model CE 374K Groundwater Spring.
Groundwater Data Acquisition in Far West Texas3.0 Groundwater Data Acquisition 3.1 Well Data A...
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Groundwater Data Acquisition in Far West Texas Prepared for: Far West Texas Water Planning Group and Texas Water Development Board July 2009 LBG-GUYTON ASSOCIATES Professional Groundwater and Environmental Services 1101 S. Capital of Texas Highway, Suite B-220 Austin, Texas 78746
Transcript of Groundwater Data Acquisition in Far West Texas3.0 Groundwater Data Acquisition 3.1 Well Data A...
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Groundwater Data Acquisition
in Far West Texas
Prepared for:
Far West Texas Water Planning Group
and
Texas Water Development Board
July 2009
LBG-GUYTON ASSOCIATES Professional Groundwater and Environmental Services
1101 S. Capital of Texas Highway, Suite B-220 Austin, Texas 78746
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i LBG-Guyton Associates
Table of Contents
1.0 Executive Summary ......................................................................................................... 1-1
2.0 Introduction...................................................................................................................... 2-1
3.0 Groundwater Data Acquisition ........................................................................................ 3-1
3.1 Well Data ............................................................................................................. 3-1
3.2 Water Quality....................................................................................................... 3-1
4.0 Aquifer Pumping Tests .................................................................................................... 4-1
5.0 Conclusions and Recommendations ................................................................................ 5-1
Appendix A: New Water Well Data by County Appendix B: Current Pumping Tests Appendix C: Previous Pumping Tests Appendix D: Response to TWDB Comments
List of Tables Table 3.1 Water Quality Analyses .............................................................................................. 3-9
Table 4.1 Wells Used in Pumping Tests..................................................................................... 4-5
List of Figures
Figure 3.1 Wells and Springs in TWDB Database ..................................................................... 3-2
Figure 3.2 Brewster County New Wells Reported by Water Well Drillers................................ 3-3
Figure 3.3 Culberson County New Wells Reported by Water Well Drillers.............................. 3-4
Figure 3.4 Jeff Davis County New Wells Reported by Water Well Drillers.............................. 3-5
Figure 3.5 Presidio County New Wells Reported by Water Well Drillers................................. 3-6
Figure 3.6 Wells with Water Quality Data in TWDB Database................................................. 3-7
Figure 3.7 Wells Sampled for Water Quality ............................................................................. 3-8
Figure 4.1 Wells with Production Data in TWDB and TCEQ Database.................................... 4-3
Figure 4.2 Pumping Test Locations ............................................................................................ 4-4
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1.0 Executive Summary
Far West Texas contains three Texas Water Development Board (TWDB)-designated
major aquifers and six minor aquifers. In addition, there are a number of areas within the Region
that have no aquifer designation but in which groundwater is the primary source of supply. The
purpose of this project is the establishment of additional aquifer characterization data upon
which to base further groundwater availability analyses. The acquisition of additional aquifer
characterization data will benefit the Far West Texas Water Planning Group in better defining
available water supplies in the region, and will also support groundwater conservation districts in
their responsibility of managing supplies and evaluating future desired conditions.
New hydrologic data in the form of static water level and well yields is tabulated from
driller's reports on wells that have been drilled in recent years in Brewster, Culberson, Jeff Davis,
and Presidio Counties. Where possible, as in Jeff Davis and Presidio Counties, well
identification is coordinated between groundwater conservation district tracking numbers and
Texas Department of Licensing and Regulation tracking numbers. A limited number of new
wells and updated existing well data in eastern Hudspeth County was field measured and
observed.
Water samples were collected from 22 wells and springs using recognized standard
procedures and the samples were analyzed for basic inorganic constituents. All analyses indicate
excellent quality water with total dissolved solids ranging from 87 to 545 milligrams per liter
(mg/l). Four aquifer pumping tests were conducted during this project with transmissivities
ranging from 190 to 198,570 (gpd/ft) and an additional four pumping tests are included that have
been performed in the area but are not noted in the TWDB groundwater files.
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2-1 LBG-Guyton Associates
2.0 Introduction
Far West Texas contains three TWDB-designated major aquifers and six minor aquifers.
In addition, there are a number of areas within the Region that have no aquifer designation but in
which groundwater is the primary source of supply. There is currently a deficiency of
hydrologic data on file to support groundwater supply availability analysis for much of the more
rural portions of both the designated and non-designated aquifer areas. Due to the overwhelming
reliance on groundwater, the Far West Texas Water Planning Group strongly feels that it is
imperative that aquifer availability analyses be significantly improved such that they can have
more confidence in strategy recommendations involving groundwater resources.
The purpose of this project is the establishment of an additional amount and distribution
of aquifer characterization data upon which to base further groundwater availability analyses.
The acquisition of additional aquifer characterization data will benefit the Far West Texas Water
Planning Group in better defining available water supplies in the region, and will also support
groundwater conservation districts in their responsibility of managing supplies and evaluating
future desired conditions.
The preliminary task in this project was to review the existing distribution of well data in
the TWDB groundwater database and determine areas that are deficient in well data coverage,
with emphasis in areas of current or future groundwater availability modeling efforts. In pursuing
this task, no additional data was identified in the Rustler Aquifer as only a small part of this
aquifer lies within this Region. Likewise, no additional data of significance was identified in the
West Texas Bolsons Aquifer that would result in improvements to the recently completed West
Texas Bolsons Aquifer Groundwater Availability Model.
While the interest of this data acquisition project centered on the rural counties of Far
West Texas, the desire to not overlap coexisting and impending projects allowed the focus to be
narrowed to more specific rural areas. TWDB staff were contemporaneously collecting field
data from wells completed in the Capitan Reef Aquifer in Culberson and Hudspeth Counties. By
verbal coordination with TWDB field staff, we did not attempt to gather data for this aquifer
other than recent driller's reports. We did offer to conduct pumping tests on Capitan Reef wells
if the TWDB staff identified appropriate wells to test; however, no wells were identified. The
Marathon Aquifer in Brewster County and the Edwards-Trinity (Plateau) Aquifer in Terrell
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2-2 LBG-Guyton Associates
County are slated for more detailed attention in 2009 during the next round of regional water
planning; therefore, these areas were not considered for pumping tests.
Based on the results of the preliminary task of identifying areas of well data distribution
needs, we recommended to the Planning Group that we concentrate our efforts on areas of
significant pumpage as these are the areas that are of the greatest importance in groundwater
modeling exercises. The Planning Group agreed and we proceeded to complete the data
acquisition and pumping tests. New water wells reported by water well drillers were surveyed,
positioned on maps, and data filed in tables in Brewster, Culberson, Jeff Davis, and Presidio
Counties. Aquifers that were covered in this survey included the Igneous, Edwards-Trinity
(Plateau), Capitan, Rustler, West Texas Bolsons, and other undocumented aquifers. Water
quality samples were collected and analyzed, and pumping test were performed on Igneous
Aquifer wells in Brewster, Jeff Davis, and Presidio Counties.
Activities involved in this project were coordinated with Sul Ross State University and
groundwater conservation district managers. Sul Ross State University is a member of the Texas
State University System, which is currently participating in the US Department of Agriculture's
"Sustainable Agricultural Water Conservation in the Rio Grande Basin" research project.
Specifically, Sul Ross staff participated in this project by assisting in the selection of pumping
test sites, providing measuring equipment, and assisting with the actual testing process in the
field. Groundwater conservation district managers in Brewster, Culberson, Jeff Davis and
Presidio Counties participated in the project by sharing well records and assisting with gaining
landowner permission to conduct pumping tests and collect water samples. The Jeff Davis
UWCD is the only district with data not on file with the state (see Table A.3).
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3.0 Groundwater Data Acquisition
3.1 Well Data
A significant number of wells are currently documented in the TWDB groundwater
database (Figure 3.1). New hydrologic data not in the TWDB database in the form of static
water levels and well yields are tabulated from driller's reports on wells that have been drilled in
recent years in Brewster, Culberson, Jeff Davis, and Presidio Counties. Locations of these new
wells are shown in Figures 3.2 through 3.5 and tables listing the wells are provided in Appendix
A (Tables A.1 – A.5). Where possible, as in Jeff Davis and Presidio Counties, well identification
is coordinated between groundwater conservation district identification numbers and Texas
Department of Licensing and Regulation tracking numbers. It should be noted that these wells
have not been field surveyed and, therefore, latitude and longitude coordinates as provided by the
reporting driller may be subject to error. A limited number of new wells and updated well data in
eastern Hudspeth County was field measured and observed (Appendix A: Table A.5).
3.2 Water Quality
The TWDB maintains numerous water quality analyses in its groundwater database.
Figure 3.6 shows the distribution of wells from which these water quality analyses were derived.
For this project, water samples were collected from 22 wells and springs (Figure 3.7) using
recognized standard collection procedures. The samples were sent to a reputable laboratory to be
analyzed for basic inorganic constituents. A summary of these analyses is listed in Table 3.1.
All analyses indicate excellent quality water with total dissolved solids ranging from 87 to 545
mg/l.
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MARATHON
ALPINEUS 90
US 38
5
US 6
7
State 118
US
385
State 118
98
7
6
5
3
2
1
9991
89
88
86
85
8483
80
73
71
70
67
66
64
59 53
51
50
48
42
40
39
37
35
33
28
21
16
15
254
253
249
248
247246
244
243
230
226
225
224
223
222
218
212
210
204
190
189
170
168167
166
159
158
157
156
154
153
149
146
144
133
124
123
122
113
112
111110
109
106
105
104
100
4
47
3836
17
10
13,14,19,24,25,30,34,41,52,57,63,75,76,77,78,79,82,121,134,136,140,155,172,174,177,178,179,183,184,191,196,197,202,208,209,217,232,235,237,239,241,250,252
242
231
229
220
11,12,18,20,22,23,26,29,31,32,43,44,45,46,49,54,55,56,58,60,61,62,65,68,69,72,74,81,87,90,92,93,94,95,96,97,98,101,102,103,114,115,116,117,118,119,120,127,128,129,130,131,132,135,137,139,141,143,147,150,151,152,160,161,162,164,165,169,171,173,175,180,182,187,188,192,193,194,195,198,199,200,201,203,205,207,211,213,214,215,216,221,228,233,234,236,238,240,245,251
206
186
185
181
176
148
145
142
138
126
125
108
107
Big Bend National Park
B r e w s t e r
0 10
Miles
�Figure 3.2 Brewster County New Wells
Reported by Water Well Drillers
E x p l a n a t i o n!( N e w D r i l l e r ' s R e p o r t w i t h L B G W e l l I D ( s e e Ta b l e A . 1 )
W e s t Te x a s B o l s o nD a v i s M o u n t a i n s I g n e o u sE d w a r d s - T r i n i t y ( P l a t e a u )C a p i t a n R e e f C o m p l e xM a r a t h o n
LBG-GUYTON ASSOCIATES
NOTE: Well data reported by drillers has not been field-verified by TWDB or local groundwater conservation district.
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Guadalupe Mountains
National Park
VAN HORN
State 54
US
90
Sta
te 1
18
US 62
/180
IH 10/ US 80
Culberson
Jeff Davis
9
8
7
3
2
1
54
53
52
51
50
49
48
47
46
4544
43
41
4039
38
37
36
35
34
33
32
31
30
29
2827
26
25
24
2322
21
20
19
18
14
65
4
42
1716
15
131211
10
0 10
Miles
�
Figure 3.3 Culberson County New WellsReported by Water Well Drillers
LBG-GUYTON ASSOCIATES
E x p l a n a t i o n
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AL
PIN
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MA
RF
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US 9
0
State 118
State 17
US 67
US
67/
US
90
State 1
18
5
2
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98
96
95
94
93
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6
85
82
81
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is
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sid
ioB
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ster
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lber
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ure
3.4
J
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vis
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ty N
ew
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SHAFTER
REDFORD
2810
170
51
42
PRESIDIO
MARFA
US
67
US 90
Sta
te 1
7
9
8
76
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29
28
27
24
23
21
20
19
17
15
12
1110
47
46
32
26
2522
18
1413
P r e s i d i o
J e f f D a v i s
0 10
Miles
�
Figure 3.5 Presidio County New WellsReported by Water Well Drillers
E x p l a n a t i o n
!( D r i l l e r ' s R e p o r t w i t h L B G - G u y t o n W e l l I D ( s e e Ta b l e A . 4 )W e s t T e x a s B o l s o nD a v i s M o u n t a i n s I g n e o u s
LBG-GUYTON ASSOCIATES
NOTE: Well data reported by drillers has not been field-verified by TWDB or local groundwater conservation district.
-
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ater
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RA
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FT
DA
VIS
52-2
6-1
52-4
1-40
1
52-4
3-4
52-4
5-1
52-4
3-31
2
No
Nam
e C
anyo
n S
prin
gs
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pia
Spr
ings
Lim
pia
Cre
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prin
gs
ALP
INE
PR
ES
IDIO
MA
RFA
52-2
6-40
6
52-2
5-3
52-5
2-2
51-3
0-60
4
52-4
4-3
74-3
0-4
51-2
4-4
51-2
7-50
3
51-2
3-9
52-3
3-2
51-4
8-8
51-3
2-90
5
74-1
4-7
74-1
4-20
1B
rew
ster
Pre
sid
io
Jeff
Dav
is
Hu
dsp
eth
Cu
lber
son
040
Mile
s
�
Fig
ure
3.7
W
ell
s S
am
ple
d f
or
Wa
ter
Qu
ali
ty
Le
ge
nd
Le
ge
nd
! (S
ampl
ing
Loca
tion
Hue
co B
olso
nW
est T
exas
Bol
son
Dav
is M
ount
ains
Igne
ous
Edw
ards
-Trin
ity (
Pla
teau
)M
arat
hon
LB
G-G
UY
TO
N A
SSO
CIA
TE
S
-
Tabl
e 3.
1W
ater
Qua
lity
Anal
yses
(all
units
in m
g/L)
Stat
e W
ell I
D
or G
rid
Num
ber
Colle
ctio
n D
ate
Alka
linity
, Bi
carb
onat
e (A
s Ca
CO3)
Calc
ium
Chlo
ride
Fluo
ride
Mag
nesi
umN
itrog
en,
Nitr
ate
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-
4-1 LBG-Guyton Associates
4.0 Aquifer Pumping Tests
When a well is pumped and water is withdrawn from an aquifer, water levels in the
vicinity are drawn down to form an inverted cone with its apex located at the pumping well.
This is referred to as a cone of depression. Groundwater flows from higher water levels to lower
water levels and, therefore, in the case of a pumping well, toward the well or the center of the
cone of depression. The shape and size of the cone is directly related to the aquifer’s hydraulic
parameters. Pumping tests are the accepted standard for evaluating this cone of depression, and
thus determining an aquifer’s capacity to produce water.
Areas of specific interest in conducting pumping tests were those in which the aquifer
was undergoing the most pumping stress. Municipal well fields and irrigation projects were
most characteristic of this condition. The technical selection of wells to be tested was based on
the following requirements:
• A working pump in the pumping well.
• A method to discharge water away from the immediate vicinity of the well.
• A method of estimating the rate of discharge.
• An available entry port for access of measuring equipment.
• Agreement by the land/well owner to allow the continuous pumping to occur for a
designated minimum time period.
• Agreement by the land/well owner that test results would be made publically
available.
• And also important to the validity of the results of the test, that a separate
observation well be available in which to monitor water level change at a
specified distance from the pumping well.
As discussed in the Introduction section of this report, certain areas were not considered
for testing because of the desire to not overlap existing or impending project areas. Thus the
Capitan Reef, Marathon, and Edwards-Trinity (Terrell County) Aquifers were not considered for
this round of testing.
Figure 4.1 shows wells contained in TWDB and TCEQ databases that provide various
forms of well production characterization. In some cases the data may represent transmissivity
-
4-2 LBG-Guyton Associates
calculations from a complete pumping test, while others may contain simple well yield (gallons
per minute) estimates by the water well driller or well yield and total water-level drawdown
(specific capacity).
Figure 4.2 provides the location of wells in which current pumping tests were performed
for this project, along with the location of other pumping tests that are not available in the
TWDB groundwater database. Table 4.1 provides a list of wells used in both the current and
previous pumping tests. Results of these pumping tests are provided in Appendix B and C.
Individuals that provided significant assistance in performing the pumping tests include:
• Ms. Janet Adams - Manager of the Jeff Davis County and Presidio County
Underground Water Conservation Districts
• Dr. Kevin Urbanczyk - Sul Ross State University
• Ms. Cindy Hollander - Utility Department Manager, City of Alpine
-
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Tabl
e 4.
1 W
ells
Use
d in
Pum
ping
Tes
tsPrevious Pumping Tests
City
of A
lpin
e M
usqu
iz W
ell F
ield
City
of A
lpin
e G
olf C
ours
e
Hill
cres
t Cem
eter
y
Dye
r Ran
ch
Current Pumping Tests
-
5-1 LBG-Guyton Associates
5.0 Conclusions and Recommendations
The Texas Legislature, through the Texas Water Development Board, has designated 16
groundwater management areas (GMA), each of which incorporates all or significant portions of
the major and minor aquifer systems in the state. The rural counties of Far West Texas are
located within GMA 3, 4 and 7. Groundwater conservation districts (GCD) in each GMA are
charged with developing the "desired future conditions" (DFC) of their respective aquifers.
Based on these DFCs, the TWDB will develop "managed groundwater availability" (MGA)
volumes for each aquifer, which each GCD must use in their water management permitting
procedures. Regional Water Planning Groups will also be required to use these aquifer MGA
volumes when assessing water supply management strategies in future plans.
A key factor in establishing the preliminary DFCs and the ultimate MGAs is knowing
how much groundwater is being pumped from each aquifer and for what purpose. To estimate
this quantity, it is essential to know the number and use of wells in each county. At the present
time, the groundwater conservation districts in this Region are at different stages of developing
an inventory of all wells in their respective districts. Although the water well driller's data
included in this report is unconfirmed, it still provides a significant step forward in starting or
continuing groundwater conservation district water well inventories.
To support the goal of securing better hydrogeologic characterization of the numerous
aquifers in the Region, the Far West Texas Water Planning Group, with the assistance of the
Texas Water Development Board, has continued a program of basic water well data acquisition.
The goal of the current project was to produce information pertaining to: (1) the number and
location of new wells that have been drilled in the past 10 years; (2) additional water quality
analysis of samples of wells and springs that had not been previously sampled; and (3) pumping
tests of several, mostly high-capacity wells. This project produced water well drillers data on
more than 500 wells, water quality analyses from 22 wells and springs, and aquifer
characterization information determined from eight pumping test centers.
The next step in the Far West Texas program of aquifer characterization is currently
underway as pumping tests and well data inventories are being conducted in the Marathon
Aquifer in Brewster County and the Edwards-Trinity (Plateau) Aquifer in Terrell County.
-
LBG-Guyton Associates
APPENDIX A New Water Well Data by County
-
Tabl
e A.
1Br
ewst
er C
ount
y N
ew W
ells
LBG
WEL
L ID
TDLR
TR
ACKI
NG
N
UMBE
R
STAT
E G
RID
N
UMBE
RLA
TITU
DE
LON
GIT
UDE
DAT
E CO
MPL
ETED
SURF
ACE
ELEV
ATIO
N (F
T M
SL)1
WEL
L D
EPTH
(F
T)ST
ATIC
LEV
EL
(FT
BGL)
WEL
L YI
ELD
(G
PM)
DRI
LLER
USE2
151
473
-38-
329
.485
28-1
03.2
6056
2/8/
2001
3541
210
Cras
sD
251
573
-38-
329
.496
94-1
03.2
6222
2/16
/200
138
3026
7Cr
ass
D3
516
73-3
0-8
29.5
2805
-103
.329
442/
22/2
001
3090
170
Cras
sD
420
7673
-42-
929
.260
83-1
03.7
7278
7/15
/200
123
3010
4016
545
0G
eopr
ojec
tsIr
520
7773
-42-
929
.259
72-1
03.7
6944
7/30
/200
123
4598
416
745
0G
eopr
ojec
tsIr
620
7873
-43-
729
.279
44-1
03.7
2389
7/15
/200
125
4066
072
300
Geo
proj
ects
In7
2079
73-4
3-4
29.3
1556
-103
.746
677/
15/2
001
2780
800
Geo
proj
ects
In8
2114
73-4
2-9
29.2
6139
-103
.773
058/
1/20
0123
3010
4067
400
Geo
proj
ects
Ir9
4099
73-4
2-9
29.2
6028
-103
.772
2211
/30/
2001
2330
1160
165
250
Geo
proj
ects
PS10
4101
73-4
2-9
29.2
6000
-103
.770
8311
/30/
2001
2340
983
165.
625
0G
eopr
ojec
tsPS
1186
4252
-35-
830
.381
94-1
03.6
8055
6/21
/200
244
7030
0'85
'8
Arm
adill
oD
1286
5452
-42-
330
.370
00-1
03.7
7722
6/25
/200
248
8028
0'95
'20
Arm
adill
oD
1387
5052
-44-
830
.269
44-1
03.5
7417
6/27
/200
253
1020
0'11
6'80
+Ar
mad
illo
D14
1227
752
-44-
730
.269
17-1
03.5
8889
9/18
/200
252
4140
0'85
8Ar
mad
illo
D15
1233
352
-52-
530
.190
00-1
03.5
8139
9/23
/200
250
0330
0'20
2'12
Arm
adill
oD
1612
572
73-3
6-9
29.4
0056
-103
.518
6110
/2/2
002
3000
600'
127'
80+
Arm
adill
oD
1712
888
73-3
7-7
29.4
1500
-103
.498
3310
/11/
2002
3170
160'
103'
2-3
Arm
adill
oD
1814
011
52-4
3-2
30.3
5250
-103
.684
7211
/6/2
002
4537
200'
63'
30+
Arm
adill
oD
1914
084
52-5
2-2
30.2
4083
-103
.571
3911
/11/
2002
5322
600'
89'
5Ar
mad
illo
D20
1440
252
-35-
930
.383
61-1
03.6
5472
11/1
4/20
0243
8730
0'36
'8
Arm
adill
oD
2115
233
73-3
6-2
29.4
6167
-103
.552
7810
/29/
2002
3205
1400
'11
14'
30Ar
mad
illo
D22
1585
852
-35-
830
.406
67-1
03.6
8333
1/13
/200
344
0710
10'
231'
2Ar
mad
illo
D23
1619
952
-35-
830
.402
78-1
03.6
9722
11/2
1/20
0344
6768
0'30
2'10
0+Ar
mad
illo
D24
1640
652
-44-
730
.278
33-1
03.5
9972
1/27
/200
352
0240
0'73
'12
Arm
adill
oD
2516
417
52-4
4-7
30.2
8111
-103
.590
001/
28/2
003
5180
144'
52'
60Ar
mad
illo
D26
1662
452
-43-
230
.345
56-1
03.6
8000
1/30
/200
345
5532
0'52
'10
0+Ar
mad
illo
D27
1669
752
-25-
130
.618
89-1
03.9
9250
2/5/
2003
5330
565'
309'
90-1
00Ar
mad
illo
D28
1691
273
-29-
929
.540
28-1
03.4
0722
3/10
/200
334
3060
0'29
7'1
Arm
adill
oD
2917
700
52-4
3-2
30.3
5944
-103
.690
832/
28/2
003
4565
260'
88'
100+
Arm
adill
oD
3017
702
52-4
4-7
30.2
8583
-103
.591
943/
25/2
003
5125
230'
22'
50Ar
mad
illo
In31
1859
752
-43-
330
.359
44-1
03.6
6583
3/21
/200
344
7824
0'13
2'60
Arm
adill
oD
3220
924
52-4
3-1
30.3
7000
-103
.720
285/
22/2
003
4675
600'
231'
25Ar
mad
illo
D33
2257
573
-30-
429
.549
17-1
03.3
7194
6/23
/200
331
6258
0'20
2'30
Arm
adill
oIr
3422
578
52-4
4-8
30.2
5083
-103
.579
727/
2/20
0353
2036
0'19
5'15
Arm
adill
oD
3523
897
73-0
6-9
29.8
9972
-103
.279
176/
30/2
003
3222
150'
84'
10Ar
mad
illo
Ir36
2437
673
-37-
429
.424
17-1
03.4
9167
8/11
/200
333
1020
0'11
9'6
Arm
adill
oD
3724
891
52-4
5-4
30.3
1222
-103
.458
336/
29/2
003
4650
820
680
7G
eopr
ojec
tsD
3825
059
73-3
7-4
29.4
2611
-103
.489
448/
24/2
003
3365
1300
'32
8'1
Arm
adill
oD
3925
062
73-3
6-6
29.4
2639
-103
.514
728/
27/2
003
3205
380'
118'
35Ar
mad
illo
D40
2506
373
-36-
929
.408
33-1
03.5
1000
8/28
/200
330
7736
0'80
'30
- 3
5Ar
mad
illo
D41
2890
552
-44-
730
.266
11-1
03.5
9250
11/2
0/20
0352
5810
051
30-3
5Ar
mad
illo
Ir42
3270
652
-52-
730
.155
00-1
03.6
1222
12/1
0/20
0347
9050
650
25Sk
inne
rD
4332
842
52-3
5-9
30.3
7944
-103
.648
892/
20/2
004
4561
320
181
50Ar
mad
illo
D44
3286
352
-34-
930
.378
89-1
03.7
5694
2/19
/200
447
7022
077
20Ar
mad
illo
D45
3311
552
-43-
330
.366
67-1
03.6
5472
2/26
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445
0530
044
10Ar
mad
illo
Ir
-
Tabl
e A.
1Br
ewst
er C
ount
y N
ew W
ells
LBG
WEL
L ID
TDLR
TR
ACKI
NG
N
UMBE
R
STAT
E G
RID
N
UMBE
RLA
TITU
DE
LON
GIT
UDE
DAT
E CO
MPL
ETED
SURF
ACE
ELEV
ATIO
N (F
T M
SL)1
WEL
L D
EPTH
(F
T)ST
ATIC
LEV
EL
(FT
BGL)
WEL
L YI
ELD
(G
PM)
DRI
LLER
USE2
4634
719
52-4
3-2
30.3
6000
-103
.674
173/
21/2
004
4495
200
4325
Arm
adill
oD
4734
744
72-4
9-4
29.1
8944
-102
.961
113/
3/20
0418
5830
0.0
Dry
Whi
teT
4834
747
72-4
9-4
29.1
8556
-102
.962
223/
4/20
0418
5085
.026
.34
55.0
Whi
teT
4935
734
52-4
3-3
30.3
7083
-103
.665
004/
8/20
0444
4521
027
90Ar
mad
illo
Ir50
3649
273
-44-
429
.324
44-1
03.6
2000
3/14
/200
430
0011
51G
eopr
ojec
tsPS
5136
703
73-0
4-4
29.9
4861
-103
.591
394/
26/2
004
4121
1505
903
3Ar
mad
illo
S52
3743
552
-44-
830
.277
50-1
03.5
6778
5/13
/200
453
1030
015
420
Arm
adill
oD
5337
729
52-4
7-2
30.3
4917
-103
.206
675/
12/2
004
4658
288
180
Geo
proj
ects
D54
3936
552
-43-
130
.367
50-1
03.7
1778
6/18
/200
446
5850
022
330
Arm
adill
oD
5540
139
52-4
3-1
30.3
7278
-103
.741
396/
30/2
004
4769
400
219
30Ar
mad
illo
D56
4046
652
-43-
330
.358
89-1
03.6
4028
7/9/
2004
4495
240
120
100+
Arm
adill
oD
5741
696
52-4
4-8
30.2
5667
-103
.576
676/
9/20
0453
2222
550
15Sk
inne
rD
5841
857
52-4
3-1
30.3
7250
-103
.715
006/
5/20
0446
1490
544
05
Skin
ner
D59
4264
352
-44-
330
.345
00-1
03.5
0722
4/12
/200
447
6117
7514
1030
Skin
ner
D60
4270
652
-44-
130
.366
39-1
03.6
0861
6/10
/200
446
1020
514
460
Skin
ner
D61
4336
052
-43-
130
.372
50-1
03.7
2722
6/19
/200
448
8086
544
020
Skin
ner
D62
4336
552
-42-
330
.369
72-1
03.7
8139
6/23
/200
448
8024
580
40Sk
inne
rD
6343
537
52-4
4-7
30.2
6389
-103
.595
568/
20/2
004
5325
240
102
90Ar
mad
illo
D64
4367
473
-29-
929
.512
50-1
03.3
8833
8/23
/200
433
5575
0n/
aAr
mad
illo
T65
4388
752
-43-
230
.349
44-1
03.6
8361
8/25
/200
445
5011
052
35Ar
mad
illo
D66
4401
552
-48-
930
.276
39-1
03.0
0333
8/27
/200
444
7140
278
7Ar
mad
illo
S67
4492
973
-36-
629
.423
05-1
03.5
2139
9/15
/200
431
4544
011
780
-90
Arm
adill
oD
6846
488
52-4
3-3
30.3
5306
-103
.649
1710
/11/
2004
4521
300
6250
Arm
adill
oD
6946
490
52-4
2-3
30.3
6944
-103
.777
2210
/12/
2004
4873
340
81'
15Ar
mad
illo
D70
4742
252
-54-
630
.200
56-1
03.2
5083
10/2
7/20
0440
4551
575
30Sk
inne
rD
7148
494
73-2
0-8
29.6
4472
-103
.546
6711
/8/2
004
3495
1365
1208
10+
Arm
adill
oD
7249
066
52-4
4-1
30.3
5667
-103
.601
9411
/20/
200
