u.s. department of the interior sheet 1 of 1 · 2013. 9. 10. · kan a a' b' b alde county county...
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Geologic Framework, Structure, and Hydrogeologic Characteristics of the Knippa Gap area in Eastern Uvalde and Western Medina Counties, Texas
ByA.K. Clark, D.E. Pedraza, and R.R. Morris
2013
Suggested citation: Clark, A.K., Pedraza, D.E., andMorris, R.R., 2013, Geologic framework, structure,and hydrogeologic characteristics of the KnippaGap area in eastern Uvalde and western MedinaCounties, Texas: U.S. Geological Survey ScientificInvestigations Report 2013–5149, 35 p., 1 pl., http://pubs.usgs.gov/sir/2013/5149/.
Base from U.S. Geological Survey digital data, various scalesUniversal Transverse Mercator projection, zone 14North American Datum of 1983
Information regarding water resources in Texas isavailable at http://tx.usgs.gov
Prepared in cooperation with theU.S. Army Corps of Engineers
U.S. Department of the InteriorU.S. Geological Survey
Scientific Investigations Report 2013–5149Mapped hydrogeologic units and cross sections, 2013—Sheet 1 of 1
Clark, A.K., Pedraza, D.E., and Morris, R.R., 2013, Geologic framework, structure, and hydrogeologiccharacteristics of the Knippa Gap area in eastern Uvalde and western Medina Counties, Texas
T E X A S
Study area
UVALDECOUNTY
MEDINACOUNTY
Trinity aquifer
San Antonio segment of the Edwards aquiferBALCONES FAULT
ZONE
BEXARCOUNTY
0 5 10 KILOMETERS2.5 7.5
7.52.5 10 MILES50
EXPLANATION
System
Terti
ary
Uppe
r con
finin
g un
it to
Edw
ards
aqu
ifer
Edw
ards
aqui
fer
Non
e
Uppe
r Cre
tace
ous
Low
er
Cret
aceo
us
Maverick BasinGroup or Formation
Devils RiverGroup or Formation
Hydrologic Unit
KiKi
Escondido Formation
Anacacho Limestone
Austin Group
Eagle Ford Group
Buda Limestone
Del Rio Clay
Devils River Formation
Escondido Formation
Anacacho Limestone
Austin Group
Eagle Ford Group
Buda Limestone
Del Rio Clay
Salmon Peak Formation
Kes
Kan
Kau
Kef
Kbu
Kdr
Kdrv
Tei
Kes
Kan
Kau
Kef
Kbu
Kdr
Ksa
Study boundary
Contact—Dashed where inferred
Fault—Dashed where inferred
Fracture
Facies change
City boundary
Line of section
Inferred structural dip
Well and well identifier (appendix 1)
Indio Formation
Igne
ous
Igne
ous
A A'
YP–69–43–106
Structural trough of the
Knippa Gap area
Appro
ximate
width
of
the str
uctura
l troug
h
Appro
ximate
width
of
the str
uctura
l troug
h
YP–69–36–800YP–69–36–9xx
YP–69–51–602
YP–69–52–403
YP–69-50-309YP–69–44–704a
YP–69–44–806a
YP–69–45–8xx
YP–69–43–804YP–69–45–701a
YP–69–43–605
YP–69–43–606
YP–69–43–403YP–69–43–409
YP–69–43–103
YP–69–43–106YP–69–43–202 YP–69–43–301b
TD–69–38–905a
YP–69–36–602
YP–69–37–402
YP–69–51–606
YP–69-42-902
YP–69–44–902
YP–69–44–808a
YP–69-42-911
YP–69–46–102
YP–69–36–904
YP–69–52–7xx
YP–69–52–9xx
YP–69–51–408
YP–69–51–6xxb
YP–69–51–1xxcYP–69–52–201
YP–69–51–301aYP–69–51–1xxa
YP–69–53–2xxYP–69–51–104
TD–69–45–101TD–69–45–105
TD–69–45–108TD–69–45–109TD–69–45–102
TD–69–45–103
TD–69–45–104
TD–69–45–203
TD–69–45–201
TD–69–45–202
TD–69–45–301
TD–69–45–303
TD–69–45–302
YP–69–45–405
YP–69–45–406
YP–69–45–402YP–69–45–501
YP–69–45–504
YP–69–45–4xx
YP–69–45–802
YP–69–45–704
YP–69–45–701b
YP–69–45–702
YP–69–45–703
YP–69–45–7xx
YP–69–44–9xx
YP–69–44–806bYP–69–44–807
YP–69–44–808b
YP–69–44–703
YP–69–44–704b
YP–69–44–601YP–69–44–502YP–69–44–503
YP–69–44–5xx
YP–69–44–4xxa
YP–69–44–4xxb
YP–69–44–402YP–69–44–401YP–69–44–404
YP–69–44–406
YP–69–44–405
YP–69–44–407
YP–69–44–305
YP–69–44–303
YP–69–44–301
YP–69–44–302
YP–69–44–304
YP–69–44–203
YP–69–44–201
YP–69–44–204
YP–69–44–109YP–69–44–110
YP–69–44–106
YP–69–44–102
YP–69–44–101
YP–69–44–103
YP–69–44–105
YP–69–43–307
YP–69–43–308YP–69–43–302
YP–69–43–303
YP–69–43–306
YP–69–43–305
YP–69–43–301a
YP–69–43–205YP–69–43–3xxc
YP–69–43–105
YP–69–43–108
YP–69–43–109
YP–69–43–4xxa
YP–69–43–4xxbYP–69–43–4xxc
YP–69–43–4xxd
YP–69–43–4xxeYP–69–43–4xxf
YP–69–43–408YP–69–43–410
YP–69–43–402
YP–69-42-606
YP–69–43–502
YP–69–43–503
YP–69–43–601
YP–69–43–603
YP–69–43–6xx
YP–69-42-9xx
YP–69–43–7xxa
YP–69–43–7xxb
YP–69–43–7xxc
YP–69–43–7xxd
YP–69–43–803
YP–69–43–802
YP–69–43–916
YP–69–43–902
YP–69–43–912YP–69–43–905
YP–69–43–908
YP–69–43–909
YP–69–43–917
TD–69–46–101
TD–69–46–102
TD–69–46–1xx
TD–69–46–6xx
TD–69–38–905b
TD–69–46–404
TD–69–46–405
TD–69–38–1xxb
TD–69–46–8xxb
TD–69–38–101
TD–69–38–103
TD–68–31–1xxaTD–68–31–1xxbTD–68–31–1xxc
TD–69–46–8xxa
TD–69–38–1xxa
YP–69–43–9xx
YP–69–44–8xx
YP–69–45–5xx
YP–69–45–400
YP–69–43–3xxa
YP–69–51–102
YP–69–51–1xxb
YP–69–51–205YP–69–51–204
YP–69–51–203
YP–69–51–301b
YP–69–51–2xxaYP–69–51–2xxb
YP–69–51–2xxc
YP–69–51–2xxd
YP–69–51–2xxe
YP–69–51–5xx
YP–69–51–6xxa
YP–69–51–6xxc
YP–69–44–408
YP–69–43–2xx
Ki
Tei
KiKi
Kau
KefKau
Kbu
KefKdr
Kbu
Kdr
KbuKdr
Ksa
Kef
Kdr KauKdr
KiKauKiKdr
KsaKefKef
Ki
Kbu
Kau
KefKdr Kdr Kbu
Ki
Kbu
KiKau
Kbu
KiKbu
Ksa Kbu
Kdr Kan
Kau
KiKef
Ki
KanKef
Ki
Kbu
Kau
KdrKan
Ksa
Kau
Ki
Kef
Kbu
Kbu
Kef Kbu
KiKi
Kan
KsaKbu
Kef
KbuKbu Ki
KiKdr
Kbu
Kau
Ksa
Ki
Kdr
Kef
KiKef
Kbu
KauKefKau
Kef
Kbu
Kef
Kdr
Kdr
Kdr
Kbu KanKbu
Kbu Kdr
KdrKdrKbu
Kes
Kef
Kdr
KbuKdrv
Kan
Ksa Kdr
Kau
Kes
Kau KanKef
Kau
KdrvKan
Kau
Kau
Kbu
Kef
Kan
Kau
Kan
Kdrv
Kan
Kan
Kau
Kef
Kbu
Kau
Kau
Kau
KanKanKau Kau
KauKefKbu
KefKau Kef
KbuKbu
Kau
KbuKbu
Kau
Ki Kdr
Kau
Kau
Kbu
Kbu
Kef
Kdr
Kdr
Kdr
KauKbu
Kbu
KefKbu
Kef
Kdrv
Kdr
KbuKbu KbuKef
Kau
KdrKbu
Kdrv
Kbu
Kau
Kdrv
KdrKbuKef
Kdrv
Kdrv
Kdr
Kbu
Kan
A
A'
B'
B
ME
DIN
A
CO
UN
TY
UVA
LD
EC
OU
NT
Y
Uvalde
Sabinal
Knippa
99°16'15"
99°24'
99°31'45"
99°39'30"
99°47'15"
29°28'45"
29°21'
29°13'15"
99°16'15"
99°24'
99°31'45"
99°39'30"
99°47'15"
29°28'45"
29°21'
29°13'15"
Ki
Ki
Ki
Kef
Ki
Ki
Ki
Ki
Ki
Ki
Ki
Ki
Ki
Ki
Ki
Ki
KiKbu
Ki
Ksa
Ksa
Kbu
Ki
Ki
Ki
Ki
Kan
Kan
Kan
Kan
Kan
Kbu
Kbu
GULF
OF ME
XICO
Base modified from U.S. Geological Survey 1:24,000-scale digital dataUniversal Transverse Mercator projection, zone 14North American Datum of 1983
Kdr
Qle
Qle
Qle
Qle
T-Qu
T-Qu
T-Qu
T-Qu
T-Qu
T-Qu
T-Qu
Sabinal
Uvalde
Knippa
29°28'45"
29°21'
29°13'15"
99°16'15"99°24'99°31'45"99°39'30"99°47'15"
0 5 102.5 7.5 MILES
0 5 102.5 7.5 KILOMETERS
MED
INA
CO
UN
TYU
VALD
E C
OU
NTY
A
A'
B'
B
A A'Study boundaryLine of sectionFault—Dashed where inferredFractureRelay ramp—InferredUvalde Salient—Inferred
System Epoch
Quat
erna
ry
Leon
a aq
uife
rN
one
Quat
erna
ryor
Ter
tiary
Plio
cene
Plei
stoc
ene
FormationHydrologic
Unit
Qle Leona Formation
Uvalde GravelT-Qu
EXPLANATION
Uvalde Salient
Relay ramp
Structural trough of the
Knippa gap area
Approx
imate w
idth of
the str
uctura
l trough
T-Qu
Base modified from U.S. Geological Survey 1:24,000-scale digital dataUniversal Transverse Mercator projection, zone 14North American Datum of 1983
Frio River
Nueces River
Seco Creek
Creek
Sabinal River
River
MedinaLake
Medina
Hondo
KINNEY COUNTYUVALDE COUNTY
MEDINA COUNTY
Brackettville
KnippaUvalde
SabinalHondo
Western storage unit
Western Medinastorage unit
Eastern M
edina
storage u
nit
99°00'99°30'100°00'100°30'
29°30'
29°15'
0 10 20 MILES5 15
0 10 20 KILOMETERS5 15
EXPLANATION
San Antonio segment of the Edwards aquifer recharge zone in Kinney, Medina, and Uvalde Counties, Texas (George and others, 2011)
Edwards aquifer outcrop
Edwards aquifer subcrop
Approximate downdip limit of the freshwater zone in the Edwards aquifer (A.L. Schultz, written commun., 2000)
Study area boundary
Rio Grande
Base modified from U.S. Geological Survey 1:250,000-scale digital dataUniversal Transverse Mercator projection, zone 14North American Datum of 1983
Frio River
Leona River
C. Storage units and unconfined and confined zones of the Edwards aquifer in Kinney, Medina, and Uvalde Counties, Texas.
E. Cross section B–B'
D. Cross section A–A'
B. Location of the Leona Formation and Uvalde gravels in and around the study area.
A. Mapped hydrogeology and faulting
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
YP–6
9–52
–201
YP–6
9–45
–701
a
YP–6
9–44
–902
YP–6
9–44
–806
a
YP–6
9–51
–606
YP–6
9–52
–403
YP–6
9–45
–5xx
YP–6
9–46
–102
YP–6
9–51
–6xx
b
TD–6
9–38
–905
aTD
–69–
38–9
05b
2,0000 4,000 6,000 FEET
VERTICAL SCALE GREATLY EXAGGERATED
-850
-800
-750
-700
-650
-600
-550
-500
-450
-400
-350
-300
-250
-200
-150
-100
-50
NAVD 88
50
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1,000
1,050
1,100
1,150FEET
FB19
FB16 FB16a FB15 FB14 FB20
SOUTHWEST NORTHEAST
FB19a
A A'
Approximate width of the structural trough
SECT
ION
B–B
'
NAVD 88, North American Vertical Datum of 1988
Hydrologic unit Upper confining unit to Edwards aquifer Edwards aquifer
Trinity aquifer
Land surface
Fault—Dashed where inferred. Arrow shows relative movement
Well
Well identifier (appendix 1)
Fault block identifier
YP–69–43–106
FB01
EXPLANATION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
BEN
D IN
SECT
ION
YP–6
9–53
–2xx
YP–6
9–45
–8xx
YP–6
9–45
–400
YP–6
9–45
–5xx
YP–6
9–36
–9xx
YP–6
9–36
–904
YP–6
9–36
–602
-1,100
-1,050
-1,000
-950
-900
-850
-800
-750
-700
-650
-600
-550
-500
-450
-400
-350
-300
-250
-200
-150
-100
-50
50
100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1,000
1,050
1,100
1,150
1,200FEET
NAVD 88
FB02
FB04FB03 FB05 FB07 FB08 FB09 FB11 FB12 FB14 FB15 FB16 FB17 FB18
FB01
FB10 FB13FB06
NORTHWEST SOUTHEAST
2,0000 4,000 6,000 FEET
VERTICAL SCALE GREATLY EXAGGERATED
B B'
SECT
ION
A–A
'
NAVD 88, North American Vertical Datum of 1988