Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources...
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Geology and Ground- Water Resources of the Winter Garden District Texas, 1948
GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1481
Prepared in cooperation with the Texas Board of Water Engineers
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Geology and Ground- Water Resources of the Winter Garden District Texas, 1948By SAMUEL F. TURNER, THOMAS W. ROBINSON, and WALTER N. WHITE
Revised by DONALD E. OUTLAW, W. O. GEORGE, and others
GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1481
Prepared in cooperation with the Texas Board of ff^ater Engineers
UNITED STATES GOVERNMENT TING OFFICE, WASHINGTON : 1960
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UNITED STATES DEPARTMENT OF THE INTERIOR
FRED A. SEATON, Secretary
GEOLOGICAL SURVEY
Thomas B. Nolan, Director
The U.S. Geological Survey Library catalog card for this publication appears after page 247.
For sale by the Superintendent of Documents, U.S. Government Printing Offic Washington 25, D.C.
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CONTENTS
PageAbstract__-_----_-_----_--______________________________________ 1Introduction-_____________________________________________________ 2
Location and general features of the district______________________ 2Physiographic features and history_____________________________ 4Climate.-------_---------------_______-______________________ 6Purpose and scope of the investigation.__________________________ 17Previous investigations and reports______________________________ 20Well-numbering system._______________________________________ 20Acknowledgments. -_-----_____________-__________--__--____-__ 21
History of irrigation.______________________________________________ 21Geology.---------___---_-________________________________________ 23
General geology.-_____________________________________________ 23Structural geology-____________________________________________ 27Rock formations and their water-bearing properties._-________---__ 28
Cretaceous system.________________________________________ 28Tertiary system.._________________________________________ 28
Paleocene series._______________________________________ 28Midway group.-__________________-_-____---__---_ 28
Eocene series_____--__________-__________-_---_----_ 29Wilcox group. ____________________________________ 29
Indio formation.______________________________ 29Claiborne group.__________________________________ 36
Carrizo sand-_-______________-__-_-_-_-__----- 37Mount Selman formation._________________-!---- 43
Bigford member.____________-__---_._----- 44Post-Bigford beds..._..-_-.--------------- 47
Cook Mountain formation._________-______----- 49Pliocene(?) series______________________________________ 50
Uvalde gravel.____________________________________ 50Quaternary system.___.___.____._______________._____----_ 50
Pleistocene series._________._.____________----____----- 50Leona formation.___.______________________________ 50
Caliche. -----________________________----_--------- 52Recent series_________________________-_--____-_----- 52
Alluvium. _____________.___._______--__--__-_----- 52Occurrence of ground water..._______________________---_______--.-- 53Principal aquifers____-____________________________-__--_-__------ 56
Carrizo sand--__--_--__--_____-________________-_-__---------- 56Ground-water withdrawals_______________________---_----- 56Fluctuations of water levels and artesian pressures.___._____--_ 56
Water-table wells____._._.___________-_--------_----- 57Artesian wells.__-._______________._-_---__-----_------ 57Seasonal fluctuations__.____--____--_----------------- 62
Natural recharge.____________________________--_---------- 62Artificial recharge.___.__-_..-__________________-_--.------- 65
in
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IV CONTENTS
Principal aquifers Continued Carrizo sand Continued
Hydraulic properties of the aquifer.Glossary of technical terms____________Laboratory tests______-___-_-_____.__-Pumping tests______-____-___---.____-
Interference between wells.___--____--____.Depletion of the reservoir. -____-_____..-___Salt-water leaks in wells.__________________
Leona formation._.____-_____________________Quality of water.__________________________________
Mineral constituents. - ________________________Quality of water in the water-bearing formations.
Summary and conclusions.________________________Selected bibliography_____________________________Basic data_______________________________________Index.__________________________________________
Page 6565666770757577787882838487
245
ILLUSTRATIONS[Plates in pocket]
PLATE 1. Map showing wells and outcrop of the Carrizo sand in the Winter Garden district, Texas.
2. Geologic cross section along line A-A', Zavala and Dimmit Counties, Tex.
3. Geologic cross section along line B-B', Dimmit and La Salle Counties, Tex.
4. Geologic map of the Winter Garden district, Texas.Page
FIGURE 1. Map of Texas showing location of Dimmit, Zavala, and eastern Maverick Counties, the Winter Garden district of this report, ______________________________________ 3
2. Topographic map of the Winter Garden district, Texas....-- 53. Mean monthly temperature, evaporation, and precipitation
at Winter Haven, Tex_ ______-____---_____----__-.---- 74. Monthly distribution of precipitation at Carrizo Springs, Tex_ 85. Cumulative-departure curve and annual precipitation at
Carrizo Springs, Tex., 1928-48.__________._-____-__---- 186. Crossbedding in the Carrizo sand___--_------------------- 407. Crossbedded Carrizo sand----------_----_-_------------- 418. Fine-grained Carrizo sand------__----------------------- 429. Indurated quartzitic Carrizo sand____----_-__--__--_----- 42
10. Sandstone in the Bigford member of the Mount Selmanformation. _______.____ ___________-_-_-___----------- 45
11. Approximate altitude to which water would rise in 1930 in wells screened in the Carrizo sand, Winter Garden district, Texas._ __________________________________---_------- 54
12. Approximate altitude to which water would rise in 1948 in wells screened in the Carrizo sand, Winter Garden district, Texas._________________________________-__---------- 55
13. Hydrographs of wells in Zavala County, Tex___.----------- 58
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CONTENTS V
Page FIGURE 14. Hydrographs of wells in Dimmit County, Tex______________ 59
15. Approximate decline of water levels in the Carrizo sand in theWinter Garden district, Texas, 1941-48_________________ 60
16. Approximate decline of water levels in the Carrizo sand in theWinter Garden district, Texas, 1947-48_________________ 61
17. Results of pumping test at wells in Zavala County, Tex_ _____ 6918. Coefficients of transmissibility and storage by the Theis non-
equilibrium method________---__--___..__________-_-__. 7019. Coefficient of transmissibility determined by the Theis non-
equilibrium method.__.____--------________________-._ 7120. Theoretical decline in water levels along a 10-mile profile
between a pumping well and the outcrop of the Carrizo sand_ _______________________________________________ 73
21. Theoretical decline in water levels in the vicinity of a welldischarging from the Carrizo sand in the outcrop area_.__ 74
22. Classification of ground water used for irrigation in theWinter Garden district, Texas___-_____-__-____-_-_-___ 81
TABLES
Page TABLE 1. Monthly, annual, and average precipitation at Big Wells,
Dimmit County, Tex., 1916-48.._______________________ 92. Monthly, annual, and average precipitation at La Pryor,
Zavala County, Tex., 1915-35 and 1943-48______________ 103. Monthly, annual, and average precipitation at Uvalde,
Uvalde County, Tex., 1849-55, 1859-61, 1877-83, and 1905-48___-----------------__--_-------_-------_---- 11
4. Monthly, annual, and average precipitation at Eagle Pass,Maverick County, Tex., 1871-83 and 1889-1948_---_____ 13
5. Monthly, annual, and average precipitation at Carrizo Springs,Dimmit County, Tex., 1912-17 and 1928-48_____________ 16
6. Laboratory tests on samples of sands from drilled wells and on cores taken from the surface outcrops in the Winter Garden district, Texas____________---_-_____----___-------__ 31
7. Water-bearing sands in the Indio formation in Dimmit andZavala Counties, Tex_______-_---_____--____------___- 36
8. Permissible limits of boron for several classes of irrigationwaters...__-_-__________________-_-______-__-___-_--_ 80
9. Records of wells in the Winter Garden district, Texas__ ______ 8810. Drillers'logs of wells in the Winter Garden district, Texas--.- 39111. Water levels in wells in Dimmit and Zavala Counties, Tex __.- 21212. Analyses of ground waters in the Winter Garden district,
Texas..... __---___---___-..._.__-----.-_---------- 233
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GEOLOGY AND GROUND-WATER RESOURCES OF THE WINTER GARDEN DISTRICT, TEXAS, 1948
By SAMUEL F. TURNER, THOMAS W. KORINSON, and WALTER N. WHITE
Revised by DONALD E. OUTLAW, W. O. GEORGE, and others
ABSTRACT
The Winter Garden district, as described in this report, includes all of Dimmit and Zavala Counties and the eastern part of Maverick County a total of about 3,200 square miles. The fleldwork for the investigation was completed in 1948.
The district, famed for its production of garden vegetables, is in the West Gulf Coastal Plain and is drained chiefly by the Nueces River and its tributaries. The maximum relief is about 550 feet. The average annual rainfall is about 20 inches.
The rocks exposed in the Winter Garden district are mostly sedimentary and from oldest to youngest are as follows: The San Miguel, Olmos, and Bscondido formations of Cretaceous age; the Kincaid and Indio formations, the Carrizo sand, and the Mount Selman and Cook Mountain formations of Tertiary age; the Uvalde gravel of Tertiary (?) age; and the Leona formation of Quaternary age. None of the rocks in the district older than the Indio formation contain fresh water and the Uvalde gravel is devoid of water.
The Indio formation is composed predominantly of thin^bedded and laminated clayey sand and sandy shale. It also includes some thick layers of clay, both lenses and persistent layers of sandstone, a few beds of lignite, and numerous calcareous, arenaceous, and ferruginous concretions.
The Carrizo sand consists of beds of massive, commonly crossbedded, loosely cemented, remarkably clean sand. It is composed chiefly of grains of pure quartz that range from a fraction of a millimeter to slightly more than 5 millimeters in diameter.
The Bigford member of the Mount Selman formation consists chiefly of clay but also contains subordinate amounts of sandy clay, sandstone, beds of lignite, beds of yellow limestone, and some thin beds of hematite.
The post-Bigford beds of the Mount Selinan formation are similar litho- logically to the Bigford member but are composed principally of clay and a few relatively thin layers of sandstone and limestone.
The Cook Mountain formation consists chiefly of partly consolidated medium- grained sand and sandstone.
The formations dip about 60 feet per mile to the south and southeast, a slope that is somewhat greater than that of the land surface; thus, progressively younger beds are exposed from northwest to southeast. The Uvalde gravel and Leona formation are distributed unevenly over the beveled edges of the older rocks. The structure is modified by a broad syncline trending slightly south of east through the center of Zavala County and a broad anticline passing south-
1
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2 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
eastward through Carrizo Springs. Several minor faults were mapped, but the faults probably have little effect on the occurrence and movement of ground water.
The principal water-bearing formations in the district are the Carrizo sand and the Leona formation. Minor water-bearing formations include the Indio formation and the Bigford member of the Mount Selman formation. The Car rizo sand and the Leona formation both yield water suitable in quantity and quality for irrigation. The Leona is the less important of the two owing to its limited thickness and areal extent.
The Carrizo sand crops out in a crescent-shaped band that roughly parallels the western, northwestern, and northern edges of the district. Wells tapping the Carrizo sand provided about 27,000 acre-feet of water to irrigate about 27,000 acres in the district in the irrigation season of 1929-30, about 22,000 acre- feet of water to irrigate about 24,000 acres in the irrigation season of 1937-38, and about 52,000 acre-feet of water to irrigate about 42,000 acres in the irrigation season of 1947-48. The withdrawals caused declines of artesian pressure in the artesian area of the Oarrizo sand ranging from 0.2 foot to 42.4 feet between 1947 and 1948, and water levels in some wells declined about 90 feet between 1930 and 1948.
Laboratory tests of samples and pumping tests indicate that the Carrizo sand has an average permeability of about 200 gallons per day per square foot and an average transmissibility of about 30,000-40,000 gallons per day per foot. The tests showed a storage coefficient of about 0.0001 in the artesian area; it is conservatively estimated to be about 0.1 in the outcrop area.
The Leona formation crops out in narrow strips adjacent to the Nueces and Leona Rivers. About 6,800 acre-feet of water was pumped from the Leona for mation in Zavala County to irrigate about 5,100 acres in 1947-48. The with drawal resulted in the temporary failure of several irrigation wells in the Batesville area.
Records and locations of more than 1,100 wells, water-level measurements made in representative observation wells from 1929 through 1948, and hydro- graphs from 6 representative wells are illustrated and tabulated in the report.
The quality of water varies between wide limits in all formations. Generally, water from the Leona formation is the best for irrigation and the least min eralized. Water in the Carrizo becomes softer downdip as the percent sodium increases. Water from the Bigford member of the Mount Selman formation and the Indio formation in parts of the district is too highly mineralized for most uses. The investigation revealed that the contamination of wells in the Carrizo sand by mineralized water from the Bigford member of the Mount Selman formation is a local problem and that up to 1948 no general contamination had occurred in the Carrizo sand.
INTRODUCTION
LOCATION AND GENERAL FEATURES OP THE DISTRICT
The Winter Garden district is in a semiarid part of southern Texas, but large supplies of ground water that is suitable for irriga tion, together with fertile soils and infrequent killing frosts, make possible the growing of garden vegetables. The Winter Garden dis trict is one of the principal sources of winter vegetables in the United States; the chief products are spinach, onions, carrots, and
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INTRODUCTION 3
tomatoes. It is reported that more spinach is grown in the Winter Garden district than in any other place of equal area in the world. During the summer the irrigated crops include onion and tomato plants, grain sorghum, and cotton.
The "Winter Garden district as defined in this report comprises about 3,200 square miles in southern Texas and includes Dimmit and Zavala Counties and the eastern part of Maverick County. (See fig. 1.) Carrizo Springs, near the center of the district, is about 100 miles southwest of San Antonio and 40 miles east of the Mexican border at Eagle Pass. The district extends shortly beyond the irrigated areas in order to include that part of the outcrop of the Carrizo sand that is hydrologically important to the district.
The principal towns in Dimmit County and their populations in 1950 are as follows: Carrizo Springs (the county seat), 4,316; Asher- ton, 2,425; Big Wells, 1,077; Catarina, 380; and Brundage, 50. In Zavala County they are as follows: Crystal City (the county seat), 7,198; La Pryor, 500; and Batesville, 250. Maverick County has no towns within the area of this report.
FIGURE 1. Map of Texas showing location of Dimmit, Zavala, and eastern Maverick Counties, the Winter Garden district of this report.
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4 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
The Winter Garden district is served by the San Antonio, Uvalde, and Gulf Kailroad Co., and the Asherton and Gulf Eailroad Co. Paved highways in the area include U. S. Highway 85 extending east and west, and U. S. Highway 83 running north and south. Secondary public and private roads reach nearly all parts of the district.
PHYSIOGRAPHIC FEATURES AND HISTORY
The Winter Garden district lies in the northwestern part of the West Gulf Coastal Plain, which as defined by Hill (1901, p. 48) extends in Texas from the Gulf of Mexico to the Balcones scarp. Within this part of the West Gulf Coastal Plain there are two main terraces: one relatively high terrace underlain by remnants of the Uvalde gravel and a lower and broader terrace, underlain by the Leona formation. Between these terraces are low, approximately parallel asymmetrical hills having gentle slopes in the direction of the dip and steeper slopes in the opposite direction. These hills trend north and northeast parallel to the strike of the Leona formation, which dips generally east and southeast. The crests of the hills are formed by the more resistant beds in the formations. The relatively flat areas between the hills are suitable for irrigation. The total relief in the district is about 550 feet, the altitude ranging from about 400 feet in the eastern part of Dimmit County to 964 feet on Batesville Hill, about 9 miles northwest of Batesville (fig. 2).
The terrace remnants formed by the Uvalde gravel are relatively high, narrow divides; and most of the relief in the district has resulted from degradation by the streams that cut through the Uvalde into the underlying formations.
During the latter part of the Cenozoic era, the Winter Garden district was probably a relatively flat land tilted slightly to the south and southeast. At some time that was probably within the Pleistocene (Weeks, 1941, p. 932; Trowbridge, 1932, pi. 7) epoch, streams began cutting through the Uvalde gravel, carrying with them and depositing the materials of the Leona formation. The upper surface of the Leona formation forms broad flats which slope toward the Nueces, Frio, and Leona Eivers. These flats form part of the Nueces Basin, of Trowbridge (1932, p. 14-21). Near its outer margin the Leona ter race is 74-100 feet above stream level. Near the Nueces Eiver it is commonly 30 feet above the stream, but where the stream is cutting against a bank .composed of the Leona formation, this height may be considerably greater.
The greater part of the district is drained by the Nueces Eiver, but the northeastern part is drained by the Frio and Leona Eivers, and the extreme southwestern part by tributaries of the Eio Grande.
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INTRODUCTION
From general topographic map of Texas, U. S. Geological Survey, 1937
Contour interval 100 feetDatum is mean sea level
FIGURE 2. Topographic map of the Winter Garden district, Texas.
The larger tributaries of the Nueces River in the district are Turkey, Chaparrosa, Elm, Picoso, Pena, Carrizo, Pendencia, and San Roque Creeks.
The Nueces River is intermittent in the northern part of the area, but from a point 4 miles southeast of La Pryor, perennial flow is maintained for a distance of about 5 miles by springs issuing from
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6 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
the bed of the river. This flow is used for irrigation in the southern part of Zavala County and in the northern part of Dimmit County. The greater part of the total discharge of the river, however, is in the form of flood runoff. The Leona River in southern Uvalde and northern Zavala Counties has a perennial flow which is maintained by the flow of springs. All other streams in the district carry water only during brief periods after heavy rains.
The upper reaches of the streams are still degrading the Edwards Plateau north of the district and have cut through the Leona forma tion, exposing older formations in the stream channels. In the lati tude of Crystal City, however, the main streams are aggrading and showing evidence of old age. An area, locally called the Bayuca, consists of several thousand acres of lowland north along Turkey Creek from a point 4 to 6 miles west of Crystal City. The Bayuca is densely covered with vegetation and in time of flood is covered by a few feet of water which is in part backwater from Comanche Lake. Espantosa Lake, northeast of Carrizo Springs, is a partly abandoned meander of the Nueces River.
In the area along the Rio Grande that Trowbridge (1932, p. 14-21) called the breaks of the Rio Grande, the surface is sharply dissected, and the area is not suitable for irrigation. This area includes the southwestern part of Dimmit County.
CLIMATE
In the Winter Garden district the winters are generally mild; frosts occur occasionally but seldom cause serious damage to the more resistant vegetables and fruits. In 1947 and 1948, however, damaging frosts occurred in November. The summers are hot but the heat is tempered somewhat by breezes from the Gulf of Mexico. According to records of the Texas Agricultural Experiment Station at Winter Haven in Dimmit County the mean annual temperature during the 18-year period beginning January 1931 and ending December 1948 was 7l.9°F (fig. 3), whereas according to records of the United States Weather Bureau at La Pryor in Zavala County, the mean temperature during the 27-year period 1915-35 and 1943-48 was 71.3°F.
The mean monthly evaporation at Winter Haven was 4.85 inches during the 18-year period 1931-48 (fig. 3). The mean monthly evapo ration ranged from a minimum of 1.88 inches in January and Decem ber to a maximum of 8.01 inches in July.
In most years irrigation is required for the successful production of crops in the Winter Garden district. Generally some rain falls in at least 10 months of each year, but the precipitation in summer
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INTRODUCTION
INCHES INCHES DEGREES FAHRENHEIT
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FIGURE 3. Mean monthly temperature, evaporation, and precipitation at Winter Haven, lex. From records of the Texas Agricultural Experiment Station.
normally is much heavier than in winter; the average precipitation from May to October is nearly twice that from November to April. It is lightest, therefore, when it is most needed for winter crops (figs. 3 and 4, and tables 1-5). According to records of the U. S. Weather Bureau, the mean annual rainfall at Carrizo Springs for the 27-year period was 21.79 inches (fig. 4); at Big Wells the average precipita-
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8 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
MEAN ANNUAL PRECIPITATION FOR PERIOD OF RECORD, 21.79 INCHES
SEASONAL DISTRIBUTION OF PRECIPITATION (PERCENT OF ANNUAL)
29.1 28.B ' 4-3 27.8
MONTHLY DISTRIBUTION OF PRECIPITATION (PERCENT OF
7.7 10.5 14.4 10.0 4.4 5.6 4.9 3.8 4.5 8.6
ANNUAL)
14.7 10.9
PRINCIPAL IRRIGATION PERIOD33 PERCENT OF ANNUAL PRECIPITATION)
MEAN MONTHLY PRECIPITATION 1.81 INCHES
JULY AUG. SEPT. OCT. NOV. DEC. JAN. FEB. MAR. APR.
FIGORE 4. Monthly distribution of precipitation at Carrizo Springs, Tex. of the U.S. Weather Bureau.
From records
tion for the 32-year period was 21.05 inches (table 1); at La Pry or the average precipitation for the 23-year period was 21.71 inches (table 2); at Uvalde, 21 miles north of La Pryor, the average pre cipitation for the 51-year period was 24.01 inches (table 3); and at Eagle Pass, 44 miles west of Carrizo Springs, the average precipita tion for the 70-year period was 20.83 inches (table 4). The annual precipitation varies within comparatively wide limits. At La Pryor it ranged from 6.51 inches in 1917 to 42.01 inches in 1919, or from less than one-third to almost twice the 23-year average. At Big Wells it ranged from 5.84 inches in 1917 to 35.49 inches in 1919, or from less than 1/3 to about 1% times the 32-year average. At Carrizo Springs it ranged from 7.37 inches in 1917 to 33.87 inches in 1931, or from about 1/3 to more than 11/2 times the 27-year average. At Eagle Pass it ranged from 7.03 inches in 1893 to 44.36 inches in 1900, or from about one-third to more than twice the 70-year average.
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14 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
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16 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
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INTRODUCTION 17
The annual trend of precipitation may be shown by a cumulative- departure curve for data collected at Carrizo Springs for the 21- year period 1928-48. (See fig. 5;) This is not the total period of record at the station, but it is the longest continuous period; no rec ords are available from 1918 to 1927. During a 3-year period 1928- 30, the precipitation was below normal and throughout 1931-32 it was above normal. From 1933 to 1938 the cumulative-departure curve was directed downward, indicating generally deficient precipitation, although in 1936 it was above normal. In 1939 the direction of the curve was reversed, but not until 1946 was the previous deficiency fully made up. During the 21 years of record, precipitation was be low normal in 9 years, above normal in 11 years, and about normal for 1 year.
PURPOSE AND SCOPE OF THE INVESTIGATION
The use of water from a flowing well for irrigation as early as 1884 in the Winter Garden district was reported by Koesler (1890, p. 287). Large-scale pumping from the Carrizo sand commenced during the middle twenties and as a result the artesian pressure de clined rapidly. In 1929 considerable apprehension arose among local water users as to the permanence of the underground-water supplies in the Winter Garden district. As a result the district was one of the first selected for study when a statewide investigation of the ground-water resources of Texas was begun by the U.S. Geological Survey in cooperation with the Texas Board of Water Engineers.
In 1929-30 W. N. White, A. G. Fiedler, P. P. Livingston, A. N. Sayre, S. F. Turner, T. W. Kobinson, and Walter Lynch began vari ous phases of an intensive investigation of the water resources of the Winter Garden district.
The broad phases of the investigation included the study of the geology and the water-bearing properties of the different rock forma tions in the Winter Garden district, the rate and direction of move ment of ground water, the mutual interference between irrigation wells, the effects of withdrawals on artesian pressures, and the ulti mate effects of ground-water withdrawals on the water resources of the district.
The investigation also covered other phases of the ground-water problem, such as the source of salt-water contamination in irrigation wells in parts of the district, the quality of the water that might be expected in different localities at different depths, and the depths to the chief water-bearing beds. In addition to the study of the ground-water supplies for irrigation, the investigation was designed to reveal all sources of ground water, including small supplies suit able for domestic or stock purposes.
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Cu
mu
lotive
depart
ure
o
f pre
cip
itation
at
Carr
iza
Sp
rin
gs
I I
I I
i A
nn
ua
l pre
cip
itation at
Co
rriz
o
Sp
rrn
gs
Mea
n an
nual
pre
cip
itatio
n,2
1.7
9 i
nche
s
1928
1929
1930
1931
1932
1933
19
34
1935
1936
1937
1936
19
39
1
94
0
1941
1
94
2
1943
1944
1945
19
46
1947
19
48
-Cum
ulat
ive-
depa
rtur
e cu
rve
and
annu
al
prec
ipit
atio
n at
C
arri
zo
Spr
ings
, T
ex.,
1928
-48.
P
rom
re
cord
s of
th
e U
.S.
Wea
ther
Bur
eau.
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INTRODUCTION 19
The field investigation included an inventory of wells, pumpage, and land irrigated. Determinations of chloride content of ground waters were made in the field, and samples of water were collected for more detailed analysis by the Geological Survey in the laboratory at Austin, Tex. About 90 rock samples from wells and cores cut from outcrops of sands were collected for tests that were made in the Washington, D.C., laboratory of the Geological Survey. Pumping tests by the method of Thiem (1906) were made to determine the permeability of the Carrizo sand. About 60 wells were selected for periodic observation of water levels, about 46 of which have been measured at least once a year for a period of 20 years. Approximately 500 miles of levels were run to determine the altitudes of observation wells. A technique was developed for the detection of leaks in well casings by chemical and electrical methods. The areal extent of the Carrizo sand was mapped in order to estimate the recharge area, the thickness, and the altitude of the formation.
In February 1931 a comprehensive summary of the results of the investigation was prepared by White and Meinzer (1931). The investigation of salt-water leaks in irrigation wells that was started by Livingston and Fiedler was continued by Liyingston and Lynch (1937). In 1938 Turner and Robinson prepared sections on a report on the district, but because of insufficient funds and the need of their services elsewhere, the manuscript was not completed.
In 1938-39 Livingston, assisted by Raymond Lynch, returned to the Winter Garden district to make additional tests for salt-water leaks in casings. During the same period G. H. Cromack obtained additional well records. In 1940 the well data obtained by Turner, Robinson, Livingston, Cromack, Walter Lynch, and Raymond Lynch were published (Robinson, Turner, and Cromack, 1940). A special investigation was made in the Leona River valley by Livingston (1947) to determine the relationship of ground-water and surface- water flow.
In 1947-48, after a period in which little was done on the project because of World War II, D. E. Outlaw brought the inventories up to date, made additional geologic studies which included strati- graphic correlation by means of electric logs, made additional hydro- logic studies which included pumping tests, and revised the data of previous manuscripts. During the early part of this period, H. M. Babcock spent 3 months in the field obtaining hydrologic data, and R. W. Sundstrom supervised one of the pumping tests. W. O. George and others brought the report to its present form in the period 1949-56, the work on it having to be interrupted from tim6 to time in order that other urgent projects could be completed. Information on the development of water from the Carrizo sand, the principal
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20 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
aquifer of the Winter Garden district, during the period through 1955 is given in an open-file report prepared by the Geological Survey in cooperation with the Texas Board of Water Engineers and the Nueces Eiver Conservation and Reclamation District. The report was written by E. A. Moulder and is entitled, "Development of Ground Water from the Carrizo Sand and Wilcox Group in Dimmit, Zavala, Maverick, Frio, Atascosa, Medina, Bexar, Live Oak, McMullen, La Salle, and Webb Counties, Tex."
Both published and unpublished data from all phases of the inves tigations have been drawn upon in the compilation of this report. Descriptions of 1,196 wells, drillers' logs of 82 wells, records of water levels for 46 wells, and chemical analyses for water from 177 wells are given in tables 9, 10, 11, and 12, respectively. The locations of the wells are shown on plate 1.
The investigations were carried on under the administrative direc tions of O. E. Meinzer and A. N. Sayre, successive chiefs of the Ground Water Branch of the U.S. Geological Survey. The field- work was done under the supervision of W. N. White, W. L. Broad- hurst, and E. W. Sundstrom, successively in charge of ground-water investigations in Texas. A large part of the revision of the manu script was done under the direction and with the assistance of W. O. George and W. N. White of the Geological Survey.
PREVIOUS INVESTIGATIONS AND REPORTS
Among the early reports that include data on ground water in the Winter Garden district are those by Hutson (1898, p. 50-54), Hill (1901), and Taylor (1902; 1907, p. 51-52). With the exception of Hill's work, these reports were based on data obtained by cor respondence and brief visits to the field.
Ground-water investigations that include studies in adjacent areas of parts of the ground-water reservoirs found also in the Winter Garden district have been made by Lonsdale (1935), Sayre (1936), and Lonsdale and Day (1937).
Of the purely geologic investigations, the works of Trowbridge (1923 and 1932) and Deussen (1924) are the most comprehensive. Trowbridge (1932) contains many references to earlier geologic publications pertaining to the Winter Garden district.
WELL-NUMBERING SYSTEM
The wells were numbered according to their location. The 30- minute quadrangles were assigned letters in order, beginning with the letter G at the upper left-hand corner (pi. 1). Each 30-minute quadrangle was subdivided into 10-minute quadrangles that were
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HISTORY OF IRRIGATION 21
numbered consecutively, again beginning at the upper left-hand corner. Within each 10-minute quadrangle the wells were numbered consecutively as inventoried. For example, well N5-48 in Crystal City is in the 30-minute quadrangle designated N, in the fifth 10- minute quadrangle of N, and is the 48th well investigated in the 10-minute quadrangle.
ACKNOWLEDGMENTS
The writers are indebted to a number of well drillers, including the firms of Cribbs and Davidson (later Ira Cribbs), W. D. Mor- rison, E. L. Kite, O. F. Webb, and others who furnished logs of wells and collected samples of well cuttings; to the property owners who allowed the use of their wells for observation purposes; to the county officials of Dimmit and Zavala Counties who furnished office space without charge for several years; and to the California Pack ing Corp. and G. E. Whitney who allowed pumping tests to be made on their wells. Grateful acknowledgment is made to F. M. Getzendaner, consulting geologist, who made available the results of his extensive geologic studies in the district. L. W. Stephenson and Julia Gardner of the Geologic Division of the Geological Survey were consulted on geologic problems. Many others aided in one way or another throughout the extensive period of investigation, and their names are not intentionally omitted.
HISTORY OF IRRIGATION
The first recorded attempt at irrigation in the Winter Garden district was in 1876 when a dam built on the Leona Eiver 2^ miles north of Batesville in Zavala County provided sufficient water to irrigate 500 acres of corn, oats, cane, hay, cotton, fruits, and truck- garden produce (Taylor, 1902, p. 67). The first flowing well in the Winter Garden district was completed at Carrizo Springs in 1884 at a depth of 165 feet (Eoesler, 1890, p. 287). The owner was S. D. Frazier, and the flow of about 40 gallons a minute was used for domestic purposes and for the irrigation of about 4 acres of land.
By 1898 Hutson (1898, p. 51) reported a considerable amount of irrigation by windmills at Batesville and Carrizo Springs, some irrigation from flowing artesian wells at Carrizo Springs, and the irrigation of about 500 acres from flowing wells in Zavala County. Many of the wells did not penetrate the full thickness of the sand, and most did not yield enough water for large-scale irrigation. At this time, 1898, it was not known that larger yields could be obtained by deeper penetration.
The development of surface-water supplies for irrigation was ac celerated about 1910 when two dams were constructed on the Nueces
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22 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Kiver: the Taylor Dam at Bermuda about 7 miles east of Carrizo Springs and the Boynton Dam about 4 miles southeast of Crystal City. Bowie (1905, p. 456-457) states that the system at the Taylor Dam could irrigate 175 acres, 100 by gravity and 75 by pumping. He also states that 30 wells were reported to be supplying water for the irrigation of 1,026 acres in the vicinity of Carrizo Springs.
By 1907 Taylor (1907, p. 51-52) reported more than 60 flowing artesian wells in Dimmit County and 26 wells in Zavala County which were being used for stock and irrigation. By 1910, according to the Census Bureau, there were 250 irrigation wells in Dimmit and Zavala Counties, 35 of which were flowing wells.
In 1918 the Rancho de la Palma Dam was constructed about 5 miles northeast of Carrizo Springs to provide water for irrigation. The dam is at the lower end of Espantosa Lake, an old channel of the Nueces River which carries a part of the flow only when the river is at flood stage. During the decade 1920-29, however, ground water was used for irrigation more extensively than was surface water. This probably resulted from the increased efficiency of modern deep-well turbine pumps and the lack of storage space for surface water.
During 1929-30 a total of 27,000 acres was irrigated with ground water from 403 wells. In addition, 50 irrigation wells were equipped for pumping but were idle. During the same period about 13,000 acres was irrigated with both river and well water by 50 irrigation plants. At 29 of these plants standby wells were used when surface water was not available, and about 15 percent of the water was sup plied from the standby wells.
A slight decline in the use of wells for irrigation took place in the 1930's because of unfavorable market conditions and the in creased cost of lifting the water owing to the decline in artesian pressure. During the 1937-38 pumping season 394 irrigation wells were in operation and 27 wells were equipped but idle. The upward trend was resumed in the 1940's, and by the 1947-48 irrigation season 480 active wells were irrigating approximately 49,000 acres of land. In addition 96 wells were equipped for irrigation but were inactive. These figures include acreage and wells for both the Carrizo sand and the Leona formation.
In 1948 the Zavala-Dimmit Counties Water Control and Improve ment District No. 1 completed a dam on the Nueces River about 6!/o miles north of Crystal City providing storage for 7,590 acre-feet of water. A total of about 120 surface-water pumping plants in the two counties irrigated approximately 17,000 acres during the 1947- 48 season. The total irrigated area in the Winter Garden district thus was about 66,000 acres.
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GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS 23
GEOLOGY
GENERAL GEOLOGY
The rocks exposed in the Winter Garden district consist chiefly of clay, shale, sand, and sandstone, but in some places they include lenticular bodies of limestone and beds of gravel and silt. The oldest rocks exposed at the surface in the district are sandstone, shale, and limestone of Late Cretaceous age, which crop out in the extreme northwestern part of Zavala County and in a part of eastern Mav erick County. The Cretaceous rocks were deposited in a shallow sea which was an embayment of the Gulf of Mexico. Beds of clay, shale, sand, and sandstone of early Tertiary age overlie the Cretaceous rocks and crop out at the surface in most of the district. The Tertiary rocks were deposited as detrital material at or near an oscillating shoreline. Gravel of Pliocene(?) age caps most of the hills and ridges. The gravel is the remnant of extensive flood-plain deposits laid down on the beveled surface of the older rocks. Gravel, sand, and silt of Quaternary age occur as valley fill and terraced deposits along all major streams. The deposits have been slightly tilted and broken by faults resulting from earth movements that have taken place intermittently since middle Cretaceous(?) time.
The relative position and thickness of the geologic formations and brief descriptions of their lithologic and water-bearing prop erties are given on page 24. In the present investigation only the outcrop pattern of the Carrizo sand and the Leona formation was mapped. (See pis. 1 and 4.) The cross sections (pis. 2 and 3) show the strata in profile. The Uvalde gravel, generally found on the tops of hills, was not mapped.
The Cretaceous and Tertiary formations crop out in crescent- shaped bands that roughly parallel the western and northern edges of the district. A traverse of the district from northwest to southeast crosses the outcrops of progressively younger formations. The rocks dip southeastward at an angle slightly greater than the slope of the surface; therefore, a formation that crops out in the north western part of the district will be penetrated at increasingly greater depths in wells toward the southeast.
The Carrizo sand is the chief water-bearing formation in the district. It supplies most of the ground water used for irrigation, public supply, and industrial purposes. The outcrop area of the Carrizo sand is shown on plates 1 and 4. Moderate quantities of ground water are obtained from the Leona formation, and small quantities from the Bigford member of the Mount Selman formation and the Indio formation. Water-bearing formations older than the Indio generally contain highly mineralized water and are too deeply
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Gen
eral
ized
sec
tion
of
geol
ogic
for
mat
ions
in
the
Win
ter
Gar
den
dist
rict
, T
exas
Sys
tem
Qua
tern
ary
Seri
es
Rec
ent
Ple
isto
cene
Pli
ocen
e (?
)
Gro
upF
orm
atio
n or
mem
ber
All
uviu
m
Leo
na f
orm
atio
n
Uva
lde
grav
el
Coo
k M
ount
ain
form
atio
n
Mou
nt
Sel-
m
an
form
a
tion
Pos
t-B
igfo
rd
beds
Thi
ckne
ss
(fee
t) 0-75
0-20
0-70
0
0-70
0
Lith
olog
ic c
hara
cter
Sil
t, sa
nd,
and
grav
el
in
the
stre
am v
alle
ys.
All
uvia
l si
lt,
sand
, an
d gr
avel
fo
rmin
g w
ide,
ne
arly
fl
at
terr
aces
in
th
e st
ream
val
leys
.
Mos
tly
cher
t gr
avel
, but
cont
ains
som
e si
lt.
Cap
s th
e hi
lls
and
divi
des.
Chi
efly
m
ediu
m-g
rain
ed
glau
coni
tic,
m
icac
eous
, an
d fe
rrug
inou
s sa
nd
ston
e, i
nter
bedd
ed w
ith
dark
cla
ys a
nd l
ense
s of
gr
ay l
imes
tone
. M
arin
e fo
ssils
ab
un
dan
t.
Mos
tly
dark
cl
ays
but
a fe
w
thin
be
ds
of
sand
an
d li
mes
tone
co
ntai
n
ing
num
erou
s co
ncre
ti
ons.
M
arin
e fo
ssils
ra
re.
Wat
er-b
eari
ng p
rope
rtie
s
Loc
ally
yi
elds
sm
all
sup
pl
ies
of
wat
er
to
wel
ls
for
dom
esti
c us
e.
Man
y do
mes
tic
and
stoc
k w
ells
de
rive
po
tabl
e w
ater
fr
om
Leo
na
for
m
atio
n in
va
lley
s of
L
eona
and
Nue
ces
Riv
er
s.
Abo
ut 6
,800
ac
re-f
eet
was
pum
ped
for
irri
gati
on d
urin
g 19
47-4
8.
Yie
lds
no w
ater
to
wel
ls
in t
he d
istr
ict.
Yie
lds
smal
l su
ppli
es o
f w
ater
in
so
uthe
aste
rn
Zav
ala
Cou
nty.
Yie
lds
smal
l su
ppli
es o
f hi
ghly
min
eral
ized
w
ater
fro
m a
few
ran
ch
wel
ls i
n ea
ster
n D
im-
mit
and
Zav
ala
Cou
ntie
s.
to o
o s C5
H
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Ter
tiar
y
Cre
tace
ous
Eoc
ene
Pal
eoce
ne
Upp
er C
re
tace
ous
(Gul
f)
Cla
ibor
ne
Wilc
ox
Mid
way
Nav
arro
Big
ford
m
embe
r
Car
rizo
san
d
Indi
o fo
rmat
ion
Kin
caid
for
mat
ion
Esc
ondi
do f
orm
a
tion
0-80
0
0-36
0
0-1,
320
0-55
0
450-
1, 3
00
Dom
inan
tly
gyps
ifer
ous
sand
y cl
ay;
cont
ains
m
any
lens
es
of
sand
st
one
near
the
bas
e ; a
lso
cont
ains
con
cret
ions
and
a
few
laye
rs o
f lim
esto
ne.
Mar
ine
foss
ils r
are,
bu
t pla
nt r
emai
ns a
bund
ant.
Mos
tly
fine
to
coar
se c
ross
- be
dded
sa
nd;
cont
ains
cl
ay
lens
es,
sand
ston
e,
lign
ite,
pyr
ite,
and
iro
n
ston
e co
ncre
tion
s.
No
mar
ine
foss
ils.
P
lant
rem
ains
not
abu
ndan
t.
Dom
inan
tly
gyps
ifer
ous
clay
, but
cont
ains
man
y le
nses
an
d pe
rsis
tent
la
yers
of
sa
ndst
one.
C
alci
um
carb
onat
e an
d ir
onst
one
conc
reti
ons
are
abun
dant
.
Chi
efly
da
rk
shal
e,
bu
t co
ntai
ns l
ense
s an
d la
y
ers
of
sand
ston
e an
d li
mes
tone
.
Sha
le
and
fine
-gra
ined
ye
llow
ish
and
brow
n sa
ndst
one
laye
rs,
in
plac
es i
mpr
egna
ted
wit
h as
phal
t.
Yie
lds
smal
l su
ppli
es o
f go
od w
ater
in
par
t of
no
rthe
rn Z
aval
a C
ount
y.
Els
ewhe
re i
n th
e di
stri
ct t
he w
ater
is
too
hig
hly
min
eral
iz
ed f
or u
se.
Yie
lds
mor
e th
an 9
0 pe
r
cent
of
the
wat
er
pum
ped
in t
he d
istr
ict.
M
any
wel
ls f
low
ed,
prio
r to
hea
vy d
evel
op
men
t fo
r ir
riga
tion
. D
urin
g 19
47-4
8 ab
out
54,0
00 a
cre-
feet
was
pu
mpe
d an
d no
wel
ls
flow
ed.
Som
e st
ock
and
dom
esti
c w
ells
yie
ld s
mal
l su
p
plie
s of
pot
able
wat
er.
How
ever
, th
e w
ater
is
gene
rall
y hi
ghly
min
er
aliz
ed a
nd i
n so
me
wel
ls i
s un
fit
for
stoc
k.
Yie
lds
no w
ater
to
wel
ls
in t
his
dist
rict
.
Do.
O
F
O
O
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Gen
eral
ized
sec
tion
of
geol
ogic
form
ati
ons
in t
he W
inte
r G
arde
n di
stri
ct,
Texas
Conti
nued
Syst
em
Cre
tace
ous
Con
.
Serie
s
, Upp
er C
re
tace
ous
(Gu
lf)
C
on.
Gro
up
Nav
arro
Con
.
Form
atio
n or
mem
ber
Olm
os f
orm
atio
n
San
Mig
uel
form
a
tion
Thi
ckne
ss
(fee
t)
400-
920
300-
800
Lith
olog
ic c
hara
cter
Sha
le,
sand
y sh
ale,
co
al,
and
thin
be
ds o
f sa
nd
ston
e.
San
d an
d sa
ndy
lim
esto
ne
grad
ing
upw
ard
into
cl
ay a
nd s
andy
sha
le.
Wat
er-b
eari
ng p
rope
rtie
s
Yie
lds
no w
ater
to
wel
ls
in t
his
dist
rict
.
Do.
to 05
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GEOLOGY 27
buried to be practical sources of water supply in the Winter Garden district.
STRUCTURAL GEOLOGY
The Winter Garden district is in the region where the dominantly easterly structural trends of the Balcones fault zone meet and blend with the dominantly northward-trending structural features of the folded areas of Mexico. The resulting structural features are broad, gentle flexures. The dips are low, generally not more than 60 feet to the mile, but in some places they are as much as 150 feet to the mile. The regional dip increases from the youngest to the oldest formations. The dip in northern Zavala County is southward, whereas in southern Zavala County and western Dimmit County the dip generally is eastward. As a result, in northwestern Zavala County the outcrops of the formations make a broad right-angle turn. (See pis. 1 and 4.)
Trowbridge (1932, p. 237) observed and named the La Pryor syn- cline and the Carrizo Springs anticline. The outcrop of the Carrizo sand swings in a broad arc around the northwestern end of the La Pryor syncline, which plunges gently southeast from an area about 15 miles south of the northwest corner of Zavala County. The syncline is clearly shown in the cross section on plate 2. The strata show no appreciable synclinal thickening; hence, the folding was evidently post-Carrizo in age.
The axis of the Carrizo Springs anticline passes through Carrizo Springs. (See pis. 1 and 4.) In Dimmit County the axis trends nearly east, but in Maverick County it probably swings northwest and may be an extension of the Chittim anticline described by Vanderpool (1930, p. 252). The anticlinal structure is shown by the position of the outcrop of the Carrizo sand, which in the vicinity of Carrizo Springs swings several miles east of its position to the north and south.
Numerous subsurface and surface normal faults have been mapped hi the Winter Garden district. The presence of most of the subsurface faults is inferred from shortened sections within formations as indi cated on electric logs. The throw of the faults generally is small, and at no place is the estimated throw sufficient to restrict completely the free movement of ground water. The faults are neither numerous enough nor large enough to cause major hydrological problems.
Trowbridge (1923, p. 104) describes two normal faults of small displacement, one about half a mile east of the old Jones ranch about 10 miles northwest of Crystal City and another on Chaparrosa Creek, 11 miles west of La Pryor. These faults were not observed in the field during this investigation and are not shown on plate 1.
508883 O 60 3
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28 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
The contact of the Carrizo sand and the Bigford member of the Mount Selman formation in the Nueces River valley, 5 miles northeast of La Pry or, is marked by a northwest-trending fault of undetermined but probably small throw (pi. 1). A fault trending northeast was inferred from the reentrant in the Indio-Carrizo con tact just east of the Nueces River, 7 miles north of La Pryor (pi. 1). Another fault trending northeast is well exposed in Bee Bluff on the east bank of the Nueces River, 3 miles southeast of the railroad bridge which crosses the Nueces River near the Zavala-Uvalde County line (pi. 1). In southwestern Dimmit County another fault may be seen on a small hill near Olmos Creek about 3 miles west of the Hamilton ranch house (pi. 1). Clay of the Indio formation crops out on the top of the hill, whereas the Carrizo sand crops out about halfway down the hill on the north side. The fault dips slightly toward the south and, therefore, is probably a small reverse fault.
BOCK FORMATIONS AND THEIR WATER-BEARING PROPERTIES
CRETACEOUS SYSTEM
The San Miguel, Olmos, and Escondido formations, all of Late Cretaceous age, crop out in a small section in the northwestern part of Zavala County and in the eastern part of Maverick County. These formations are described briefly on page 25-26; no further description is given here because none of the formations are known to yield water to wells in the Winter Garden district. None of the formations of Cretaceous age that underlie the San Miguel forma tion are known to yield water to wells in the Winter Garden district. It is reported that no water was obtained from the Edwards limestone of Early Cretaceous age in a test well (H8-75), 7^ miles north of La Pryor drilled to a depth of 3,065 feet.
TERTIARY SYSTEM
PALEOCENE SERIES
MIDWAY GROUP
The Kincaid formation named by Julia Gardner (1933) is the only formation of the Midway group in the Winter Garden district, the younger Wills Point formation of east Texas was absent. The Kincaid lies unconformably on and overlaps the rocks of Late Cre taceous age in the Winter Garden district. The type exposure of the Kincaid is along the Frio River on the old Kincaid ranch where about 100 feet of the section is exposed. Drillers' logs and electric logs, however, indicate an average thickness of about 200 feet in
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GEOLOGY 29
northern Zavala County and an average thickness of about 300 feet in Dimmit County.
The Kincaid formation consists of dark fossiliferous marine shale, sandy shale, sandstone, and sandy limestone. According to Say re (1936, p. 59), the formation generally has a greenish cast owing to the presence of glauconite. Sayre also reports the presence of shark teeth, phospate nodules, and small rounded pieces of the underlying Escondido formation at the base of the Kincaid. The Kincaid is composed predominantly of impermeable rocks, and the cross sections on plates 2 and 3 show little change in lithology within the formation in the district.
The Kincaid formation crops out in northwestern Zavala County and in eastern Maverick County, but the full thickness is not exposed in the district because part of the formation is covered by the over lapping beds of the Indio formation. The Kincaid does not yield water to wells in the Winter Garden district.
EOCENE SERIES
WILCOX GROUP
INDIO FORMATION
The strata overlying the Kincaid formation and underlying the Carrizo sand were named the Indio formation by Trowbridge (1923, p. 90). The type locality of the Indio formation is on the old Indio ranch in Maverick and Dimmit Counties.
The Indio formation lies unconformably on and overlaps the Kin caid formation. The Indio crops out in a belt that extends northward from the Rio Grande through western Dimmit and Zavala Counties and eastern Maverick County and thence swings eastward to parallel the northern boundary of Zavala County (pi. 4). Although the out crop is about 8-10 miles wide near the Rio Grande southwest of Carrizo Springs, it narrows to about 2-4 miles along most of the western and northern boundaries of Zavala County where the Indio is partly overlapped by the Carrizo sand.
The beds of sandstone near the base of the Indio are relatively resistant to erosion and form escarpments facing updip that persist for many miles. One of the escarpments, caused by the outcrop of a lime-cemented sandstone, crosses the Carrizo Springs-Eagle Pass highway near the Dimmit-Maverick County line. The upland formed by beds of the lower Indio grades into low featureless areas which have been developed on the less resistant clay and soft sandstone dominant in the middle and upper parts of the Indio. The upland formed by the lower part of the Indio usually is covered with grass and has little brush except along streams, whereas the lowland areas
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30 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
generally have a heavy covering of vegetation consisting of mesquite (Prosopis juliflora), guajillo (Acacia berlandier) , black brush (Acacia amentacea), catclaw (Acacia greggii), and various types of cactuses and grasses.
The Indio is composed predominantly of thin-bedded and lami nated argillaceous sand and arenaceous shale, but it includes some thick layers of clay, lenses and persistent layers of sandstone, discon tinuous beds of lignite, and numerous calcareous, arenaceous, and ferruginous concretions. The laminated shale and shaly sand con tain a fine yellow powder along the bedding planes. The powder has been identified as copiapite, ferric-sulfate mineral (Julia A. Gardner, oral communication, Nov. 1929). The clay and shale are greenish, bluish gray, or light chocolate brown and generally are gypsiferous. The sandstones are gray, yellow, brown, or red, gen erally medium to fine grained, and not notably crossbedded. Most of the calcareous and arenaceous concretions are flat or biscuit shaped. The ferruginous concretions are thin and are particularly abundant near the upper and lower contacts. In several localities the surface near the Carrizo-Indio contact is nearly covered with con cretions.
The physical properties of samples of sand obtained from the Indio formation are shown in table 6. Results of laboratory analyses made on four samples of well cuttings (N6-2, R3-6, and S2-18) show that the largest percentage of sand grains is in the 0.25-0.125 milli meter range, and the next largest percentage is in the 0.125-0.062 millimeter range. These 2 groups comprise an average of about 75 percent of the 4 samples. The analysis of a core sample from the outcrop area of the Indio formation (table 6) shows that the sample is similar to the samples obtained from the wells. The sands of the Indio formation are similar to the fine-grained sand of the Car rizo sand and of the Bigford member of the Mount Selman forma tion. In general, however, the Indio has a greater percentage of fine-grained sand than the Carrizo.
Part of the Indio formation is of nonmarine origin but part of it is marine, as indicated by the presence of oyster shells and Forami- nifera. (See Gardner, 1924, p. 141-145, and Trowbridge, 1923, p. 90- 91.) Lignite is common throughout the formation, suggesting la- goonal conditions of deposition.
The upper part of the Indio in northern Zavala County contains thick lenses of water-bearing sand which are fairly extensive but do not appear to be continuous for long distances (pis. 2 and 3). The sand beds are neither as thick nor as permeable as the sand beds in the overlying Carrizo sand. Few wells are reported to have pene trated water-bearing sands in the middle part of the Indio. Some
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GEOLOGY 31
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32
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GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
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GEOLOGY 33
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TA
BL
E 6
. L
abor
ator
y te
sts
on s
ampl
es o
f sa
nds
fro
m d
rill
ed w
ells
and
on
core
s ta
ken
from
the
sur
face
out
crop
s in
the
Win
ter
Gar
den
dist
rict
,T
exa
s C
onti
nued
Wel
l or
core
Dep
th(f
eet)
Mec
hani
cal
com
posi
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(pe
rcen
t >)
for
indi
cate
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esh
(mm
)
2-1
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50.
5-0.
250.
25-0
.125
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5-0.
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2
App
aren
t sp
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ic
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ity
Por
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nt)
Moi
stur
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uiva
lent
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nt
by v
olum
e)
Spec
ific
re
tent
ion
(per
cent
) 2
Spec
ific
yi
eld
(per
cent
)
Coe
ffic
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of
per
mea
bil
ity
(gpd
/ft
2)
GO
Mou
nt
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an f
orm
atio
n, B
ig fo
rd m
embe
r
N6-2______
_ _N7-101___-______
N8-123____ _______
20__
____
_-__
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_
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809
820
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3. 6
3. 5
2.0
1. 9 . 3
7. 1
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7.5
7.0
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8.4
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16. 3
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50.0
16. 5
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18
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nt S
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ost-
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ford
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s
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. 5
16.
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. 8
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k M
ount
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atio
n
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. 2
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0
1 Ana
lyse
s w
ere
mad
e by
sie
ving
a 1
00-g
ram
sam
ple
thro
ugh
a se
t of
Uni
ted
Sta
tes
Sta
ndar
d sc
reen
s, t
hen
tran
sfer
ring
the
por
tion
rem
aini
ng o
n ea
ch s
cree
n to
a b
alan
ce
and
wei
ghin
g.
The
wei
ght
of e
ach
port
ion
is r
epor
ted
in p
erce
nt a
ltho
ugh
the
sum
of
the
dif
fere
nt p
orti
ons
of t
he s
ampl
e us
uall
y do
es n
ot
equa
l 10
0 gr
ams,
bec
ause
the
w
eigh
t of
eac
h po
rtio
n w
as r
ound
ed o
ff t
o th
e ne
ares
t 0.
1 gr
am.
2 O
btai
ned
by a
met
hod
prop
osed
by P
iper
(19
33).
3 F
rom
com
posi
te s
ampl
e fr
om C
arri
zo s
and
at d
epth
s fr
om 1
06 t
o 24
8 ft
.*
San
dsto
ne f
rom
th
e C
arri
zo s
and
just
abo
ve t
he C
arri
zo-I
ndio
con
tact
at
Bra
nd
Roc
k.
Ver
y co
arse
gra
ined
, cr
ossb
edde
d, a
nd p
roba
bly
win
dblo
wn.
« S
ands
tone
fro
m t
he M
ount
Sel
man
for
mat
ion
in b
ed o
f cr
eek
just
abo
ve s
prin
g,
7 m
iles
nort
h a
nd
2 m
iles
eas
t of
Cry
stal
Cit
y.
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Exp
lana
tion
of
core
s:4.
Cor
e ta
ken
para
llel
to t
he b
eddi
ng p
lane
s fr
om t
he u
pper
san
dsto
ne o
f th
e In
dio,
2H
mile
s so
uth
of P
ulli
am's
bri
dge
on t
he w
est s
ide
of N
uece
s R
iver
, 15
fee
t be
low
the
Car
rizo
-Ind
io c
onta
ct.
Bed
ding
pro
min
entl
y sh
own
by
man
y in
dura
ted
and
iron
-sta
ined
lay
ers.
6. C
ore
take
n pe
rpen
dicu
lar
to t
he t
rue
bedd
ing
plan
es i
n th
e be
d of
a s
mal
l w
ash,
200
fee
t ea
st o
f C
hapa
rros
a C
reek
, 1
mile
nor
th o
f th
e L
a P
ryor
- E
agle
Pa
ss r
oad.
T
he
sand
ston
e is
hig
hly
cros
sbed
ded
and
prob
ably
w
indb
low
n.7.
Cor
e ta
ken
para
llel
to t
he b
eddi
ng p
lane
s fr
om a
blu
ff o
n th
e w
est
side
of t
he
Nue
ces
Riv
er,
abou
t 20
fee
t ab
ove
wat
erho
le,
2.3
mile
s be
low
th
e ol
d U
vald
e-L
a P
ryor
roa
d cr
ossi
ng.
Thi
s ou
tcro
p is
pro
babl
y in
the
low
er
part
of
the
uppe
r sa
nd o
f th
e C
arri
zo.
Bed
ding
pro
min
entl
y sh
own
by
iron
sta
ins.
8. C
ore
take
n pe
rpen
dicu
lar
to t
he t
rue
bedd
ing
plan
es i
n th
e be
d of
Cha
con
Cre
ek,
100
feet
bel
ow t
he r
oad
cros
sing
, 1H
mile
s ea
st o
f th
e B
urke
ran
ch.
Sand
ston
e w
as v
ery
soft
and
con
tain
ed m
uch
clay
. B
eddi
ng v
ery
poor
ly
show
n by
bla
ck s
and
grai
ns.
9. C
ore
take
n pa
ralle
l to
the
bed
ding
pla
nes
from
the
Car
rizo
san
d, i
n a
bluf
f on
the
wes
t si
de o
f th
e N
uece
s R
iver
hal
f a
mile
abo
ve t
he o
ld U
vald
e-
La
Pry
or r
oad
cros
sing
. B
eddi
ng p
oorl
y sh
own
by i
ron-
stai
ned
laye
rs.
11.
Cor
e ta
ken
perp
endi
cula
r to
the
bed
ding
pla
nes
from
the
Car
rizo
san
d on
th
e N
uece
s R
iver
2 m
iles
belo
w t
he o
ld U
vald
e-L
a P
ryor
roa
d cr
ossi
ng.
Bed
ding
ver
y in
dist
inct
. Se
vera
l ro
ot h
oles
wer
e no
tice
d an
d to
p of
cor
e co
ntai
ned
cons
ider
able
dir
t.12
. C
ore
take
n pe
rpen
dicu
lar
to t
he b
eddi
ng p
lane
s fr
om t
he C
arri
/o s
and
on
the
Fri
o R
iver
, 4 m
iles
belo
w t
he L
ewis
ran
ch.
Bed
ding
and
rip
ple
mar
k
ing
show
n by
cal
iche
laye
rs.
Exp
lana
tion
of c
ores
: C
onti
nued
13.
Cor
e ta
ken
perp
endi
cula
r to
the
bed
ding
pla
nes
from
the
upp
er s
and
of t
he
Car
rizo
abo
ut 7
mile
s no
rthw
est
of C
omet
a.
Thi
s is
a w
ater
-lai
d, e
venl
y st
rati
fied
dep
osit.
B
eddi
ng p
lane
s sh
own
by m
any
lens
es o
f ca
liche
and
la
yers
of i
ron-
stai
ned
sand
.14
. C
ore
take
n pe
rpen
dicu
lar
to t
he b
eddi
ng p
lane
s fr
om t
he u
pper
Car
rizo
sa
nd a
t th
e C
arri
zo
Spr
ings
-Den
toni
o ro
ad
cros
sing
on
Car
rizo
C
reek
ab
out
4 m
iles
sout
h of
Car
rizo
Spr
ings
. T
his
is a
mas
sive
dep
osit
wit
h no
app
aren
t str
atif
icat
ion
and
is p
roba
bly
wat
er la
id.
Bed
ding
sho
wn
only
by
fai
nt ir
on s
tain
s.15
. C
ore
take
n pa
ralle
l to
the
true
bed
ding
pla
nes
from
the
sam
e lo
calit
y as
no.
14.
16.
Cor
e ta
ken
perp
endi
cula
r to
the
tru
e be
ddin
g pl
anes
fro
m t
he l
ower
san
d of
th
e C
arri
zo a
t th
e ty
pe l
ocal
ity a
t B
rand
Roc
k on
Pef
ia C
reek
, 5
mile
s w
est
of C
arri
zo S
prin
gs.
Thi
s is
a v
ery
coar
se c
ross
bedd
ed d
epos
it an
d is
pr
obab
ly d
une
sand
. B
eddi
ng s
how
n by
ver
y co
arse
lay
ers.
17.
Cor
e ta
ken
perp
endi
cula
r to
the
tru
e be
ddin
g pl
anes
fro
m t
he l
ower
san
d of
th
e C
arri
zo n
ear
the
type
loc
ality
, 200
fee
t sou
th o
f wel
l N
7-73
. T
his
sand
is
pro
babl
y w
ater
lai
d.18
. C
ore
take
n pa
ralle
l to
the
tru
e be
ddin
g pl
anes
fro
m s
ame
loca
lity
as n
o. 1
6.19
. C
ore
take
n pa
ralle
l to
tri
e tr
ue b
eddi
ng p
lane
s fr
om t
he l
ower
san
d of
the
C
arri
zo, 3
00 fe
et n
orth
of w
ell
R3-
9.
Thi
s is
a v
ery
cros
sbed
ded
sand
ston
e an
d is
pro
babl
y w
indb
low
n.20
. C
ore
take
n fr
om t
he B
igfo
rd m
embe
r of
the
Mou
nt S
elm
an f
orm
atio
n pe
r
pend
icul
ar t
o th
e be
ddin
g pl
anes
. T
he u
pper
par
t co
ntai
ned
cons
ider
able
ca
liche
. L
ocal
ity i
s 1
mile
nor
thea
st o
f M
oore
in
Frio
Cou
nty,
Tex
., on
th
e I.
& Q
. N
. R
R.
Thi
s co
re d
isin
tegr
ated
whe
n it
cam
e in
to c
onta
ct
wit
h th
e w
ater
, so
the
cor
e w
as p
ract
ical
ly l
oose
san
d.
Fin
e be
ddin
g sh
own
by m
ica
and
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sta
ins
O
H
O
F
O GO
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36 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
thick water-bearing sandstones have been reported near the base, but they are believed to be lenticular in shape. Wells developed in water-bearing sands in the Indio formation are given in table 7, which gives also the depth to the top of the sand below land surface, the thickness of the water-bearing sand, and the reported quality of the contained water.
In the western part of the district where the sands crop out, small supplies of water can be obtained from the Indio. Electric logs indicate that downdip in southern Dimmit County the water in the sands in the Indio becomes highly mineralized.
TABLE 7. Water-bearing sands in the Indio formation in Dimmit and ZavalaCounties, Tex.
Well
H7-4__-
18--19--
H8-5_-_
7_._12--16--
N2-19--N5-8---
12- .N6-2___
N7-18--27--29- _32- _36_ _72--77--
N8-97__101 _
Depth to top of
sand be low land surface (feet)
130390525390392140170185374580
1,3401, 225
9101,900
2,470350422336668100130127215880954
1,056
Thick ness of sand (feet)
2035
6053
565
3266855252570
1310301625
101815
52144
Reported quality of water
Good.Do.
Salty.
Good.Do.
Fresh.
See analysis.
Do.
Salty.
Well
N8-102_
N9-24__33-_
R3-6__-
S2-4_--
18__29- _46__
47--
50__91__
S6-5--.
Depth to top of
sand be low land surface (feet)
890980
1,0351,0501, 1051, 1971,2101,2501,501
230
590620677650625705780880
1,2351,505
545660835
1,2841, 3421,712
Thick ness of sand (feet)
5597
2060
875
2210
1050152020201520
5802010102343
7
Reported quality of water
See analysis.
Good.
Good.
Salty.
CLAIBORNE GROUP
The Claiborne group in the Winter Garden district includes the Carrizo sand, the Mount Selman formation, and the Cook Mountain formation. The Yegua formation, the uppermost formation of the Claiborne group, crops out in Frio and La Salle Counties but is not present in the Winter Garden district.
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GEOLOGY 37
CABBIZO SAND
The name Carrizo, from the town of Carrizo Springs, was applied by Owen (1889, p. 70) to the thick, massive sand layers that lie disconformably on the clays of the Indio formation. There is no type locality for the Carrizo sand, but Plummer (in Sellards, Adkins, and Plummer, 1932, p. 614) has suggested that the type locality be designated at Brand Rock on the east bank of Pena Creek, about 5 miles west of Carrizo Springs.
The disconformable relationship between the Carrizo sand and the Indio formation is clearly shown by several exposures, and in some places conglomerate is found at the base of the Carrizo. The Carrizo may be seen lying on the eroded surface of the Indio forma tion at Bee Bluff on the east side of the Nueces River about 3 miles south of the Uvalde County line. The basal conglomerate is well ex posed on the west side of the river a short distance downstream from Bee Bluff. The contact is irregular for about a mile along Comanche Creek near the western boundary of Zavala County and can be seen at several places in the banks of the stream.
The Carrizo crops out in a belt extending in the western part of Dimmit County from the Rio Grande almost to the Zavala County line, where the outcrop swings in a wide arc through eastern Mav erick County and thence eastward along the northern boundary of Zavala County. Near the Rio Grande the belt of outcrop is about 2-3 miles wide. In the vicinity of the Carrizo Springs anticline, west and southwest of Carrizo Springs, the outcrop has a maximum width of about 6 miles, and in the remainder of the area the width ranges from less than a mile to about 3 miles. (See pis. 1 and 4.)
In general, the \ relief is greater in the area of outcrop of the Carrizo sand than in the adjacent areas underlain by less resistant clay and shale of the Indio and Mount Selman formations. The topography is not rugged although in some places quartzitic masses form rather prominent hills. The poorly cemented sand that com poses most of the Carrizo weathers rapidly, and the resulting surface is gently rolling. Sand dunes are numerous, and the unimproved roads crossing them are often impassable by automobile. The drain age in the dune areas is poorly developed.
Most of the creeks that cross the area of outcrop of the Carrizo head on the outcrops of the Indio formation or of the Cretaceous formations. Small closed drainage basins, some of them covering more than 50 acres, are found on the outcrop of the Carrizo. Storm waters form ponds in these depressions during exceptionally heavy rains. Most of the ponds disappear in 2 or 3 days, but the beds of some of them have become covered with silt, and these hold water for weeks or even months.
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38 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
The vegetation on the Carrizo outcrop generally is sparse. Al though mesquite trees are common, they generally are widely spaced, giving the outcrop an open appearance. The area of outcrop sup ports a fairly vigorous growth of grass, and in the spring it is carpeted more abundantly with brightly colored flowers than are the outcrops of other formations in the district.
The Carrizo sand consists of beds of massive commonly cross- bedded loosely cemented remarkably clean sand and some minor amounts of sandstone and clay. The sand is composed chiefly of grains of quartz ranging from a fraction of a millimeter to more than 5 millimeters in diameter. In general, the sand grains are coarse near the base of the formation and somewhat finer near the top. In many places the upper part contains fine-grained stratified sand and a few lenses of gray, brown, and brownish-red clay and sandy shale. In general, the sand is loosely cemented and weathers readily to incoherent sand, but in some places on the outcrop certain layers or masses of the rock are firmly cemented with silica, com monly iron-stained, and have the appearance and character of pink quartzite. In a few places, such as along Picoso Creek in Maverick County, the upper part of the Carrizo is cemented with calcium carbonate; but on the whole, calcareous material is rare. Ferruginous concretions are abundant in the formation in some localities. The Carrizo is a continental deposit. Poorly preserved fossil leaves have been found in some of the thin-bedded sands and clays, but neither invertebrate nor vertebrate fossils have been found in the Carrizo in this district. Lignite has been reported by drillers in several wells in the Carrizo, but it is probably rare. Copiapite, of common occur rence in the Indio formation, is relatively rare in the Carrizo. It is found in the form of a yellow powder along the bedding planes of some of the thin-bedded sand and sandy shale.
The purity of the quartz sand constitutes one of the chief criteria for differentiating sand beds of the Carrizo from the sand beds of other formations. The sands of the underlying Indio formation and of the overlying Bigford member of the Mount Selman formation commonly are lime cemented, contain considerable mica, and have appreciable amounts of such heavy minerals as magnetite, tourma line, and garnet. In Webb County, Lonsdale and Day (1937, p. 17) found 2-3 percent of clay, carbonates, and heavy minerals in the Carrizo; and a petrographic examination by M. N. Short of the U. S. Geological Survey of 5 samples of the Carrizo from the Winter Garden district (nos. 6, 9, 13, 14, and 16 in table 6) showed that quartz constitutes at least 95 percent of the volume of each sample. The remainder consists of muscovite mica and partly kaolinized feldspar. No heavy minerals are present. Short examined in more
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GEOLOGY 39
detail a sample from Brand Rock, the proposed type locality of the Carrizo, on the east bank of Pefia Creek about 5 miles west of Carrizo Springs. No fraction of this sample, which had previously been crushed, sank in a bromoform solution having a specific gravity of 2.83. The proportion of heavy minerals in the sand, therefore, must be very low, if not zero.
The coarse-grained sand in the Carrizo is much coarser than the sand in other formations in the district. The fine-grained sand is similar in mechanical composition to fine-grained sand in the Indio formation and in the Bigford member of the Mount Selman forma tion. The results of mechanical analyses of 89 samples from well cuttings and outcrops of the Carrizo sand in different parts of the district are given in table 6. A comparison of these analyses with similar analyses showing the mechanical composition of sand from the Indio formation and the Bigford member leads to the conclusion that it is impossible to differentiate by means of mechanical analyses between the fine-grained sand of the Carrizo and those of the Indio and Bigford.
An excellent exposure of the lower part of the Carrizo sand is at Brand Rock, on Pefia Creek west of Carrizo Springs. Brand Rock is an expanse of rock of about 2 acres which has been swept clean of loose sand and dirt by wind and water. The sand, which is very coarse and generally well sorted, contains some grains of quartz as large as 5 millimeters in diameter. The sand grains are rounded to subangular and are polished. The whole deposit is strongly cross- bedded. (See fig. 6.) Section is given below:Carrizo sand: Feet
Sandstone, white, crossbedded___ _ _ __ 25 Clay of gumbo, blue, very sticky_______ _ 8 Clay, gray, sandy, containing irregular iron-cemented concretions,
partly concealed____________________________ _ _ 6 Sand, white and gray, thin-bedded, argillaceous sand, and sandy clay__ 12
An exposure of coarse crossbedded sand in the upper part of the Carrizo may be seen on Chaparrosa Creek, three-quarters of a mile north of the crossing of the Eagle Pass-La Pryor road and about 9 miles west of La Pryor. (See fig. 7 and sample 6, table 6.)
A few sandstone beds are found in the Carrizo sand. Fine-grained thin-bedded somewhat lenticular sandstones are well exposed in Bell quarry, 2 miles southwest of Carrizo Springs (fig. 8), and a massive fine-grained sandstone, apparently 40-50 feet thick, crops out on Carrizo Creek just east of the Carrizo Springs-Dentonio road.
Beds of clay are not common in the area of outcrop of the Carrizo sand. Clay and sandy shale may form a larger part of the Carrizo than is apparent, however, because such beds may be covered by sand
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40 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
"9*1
FIGURE 6. Crossbedding in the Carrizo sand. Outcrop near Bjand Rock on Pena Creek,Dimmit County, Tex.
which is readily spread by wind and rain over the adjacent areas of outcrop. Well logs in the Winter Garden district show beds of clay in the Carrizo near the outcrop. Lenses of clay appear to increase in number and thickness as the formation thickens to the southeast (pi. 3). A study of the logs of 175 widely spaced wells penetrating the Carrizo showed that no clay bed was noted in 65 wells, 1-2 clay beds were found in 99 wells, 3 clay beds were found in 7 wells, and more than 3 clay beds were found in 4 wells. The clay beds range in thickness from 1 to 80 feet and average about 20 feet.
In places certain beds in the Carrizo sand have been indurated to quartzite by secondary cementation of sand grains by silica. The quartzite generally ranges from pink to deep red. Some of the quartzitic masses, such as the one on Mustang Creek at the Uvalde- La Pryor road crossing appear to have been formed along fairly definite lines that can be followed as far as a mile. Hypothetical faults have been mapped by some geologists along the outcrops of the quartzite. Theoretically, deep-seated solutions rich in silica have moved upward along fault planes and the silica was deposited in the sand. Other quartzitic masses are localized, such as those forming Chimney Rock, on the Red ranch 12 miles southwest of Carrizo Springs, and Castle Rock, on the Chupadero ranch 25 miles southwest of Carrizo Springs. A quartzitic mass about 25 feet wide on the
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GEOLOGY 41
FIGURE 7. Crossbedded Carrizo sand. Outcrop on Chaparrosa Creek, three-quarters of a mile north of the crossing of the Eagle Pass La Pryor road and 9 miles west of La Pryor, Tex.
Williams ranch, 6 miles northwest of La Pryor, is shown in figure 9. The outcrop consists of a dome-shaped mass of crossbedded and coarse-grained sandstone that breaks across the grains. Thin hard- rock layers of "shell" are often reported in wells drilled through the Carrizo sand near the quartzite outcrops. This suggests that the secondary silica may extend for some distance downdip. The "black basalt rock" indicated in the log of well M3-6 and the "shell" in the log of well M3-20 may be quartzite. (See table 10.)
Two types of iron concretions are abundant in the Carrizo sand in a few localities. One type, which may be irregularly shaped, round, or spheroidal, consists of sand grains cemented by iron carbonate (siderite). These concretions range from a quarter of an inch to 3 inches in diameter and some are aggregated into irregular masses. Near the base of the Carrizo sand on the east side of the Nueces River, 6 miles north of La Pryor, the valley slopes are nearly cov ered with spherical concretions. When these concretions are broken, loose sand pours out from the center. Concretions found in several localities in eastern Maverick County generally are less than 1 inch in diameter and are irregular in shape.
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42 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
FIGURE 8. Fine-grained Carrlzo sand. Outcrop in the Bell quarry, 2 miles southwest of Carrizo Springs, Tex.
FIGURE 9. Indurated quartzitic Carrizo sand. Williams ranch about 6 miles northwest ofLa Pryor, Tex.
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GEOLOGY 43
The second type of concretion is in stalagmitic form, generally irregular, but occasionally spherical and appears to be relatively pure limonite. These concretions resemble castles having columns up to 1 inch in diameter and 3-4 inches in height, and are most abundant at the contact with the Indio formation. In most places, however, iron concretions cannot be found at the contacts or else where in the Carrizo sand.
Some of the beds in the Carrizo sand are highly ferruginous, and they weather to a brick red. Other beds that contain only small quantities of iron are gray or white. Hard layers 1-2 feet thick containing pyrite are found in some wells at the top of the first water-bearing sand, just below the contact between strata of clay and sand within the Carrizo. At well N8-10 layers of sand cemented partly by lime and partly by pyrite were penetrated with difficulty by the drill.
The average thickness of the Carrizo sand in the Winter Garden district, as determined from the logs of 153 widely spaced wells, is about 200 feet, and a thickness of more than 300 feet was logged in 8 of the wells. The logs show that the formation increases in thickness from northwest to southeast. The average thickness is 130 feet in the northern part of the district, 200 feet near Crystal City and Carrizo Springs, 225 feet near Asherton, and 250 feet near Catarina.
The dip of the Carrizo differs from place to place in the district but averages about 60 feet to the mile. The direction of dip generally is southeast, but owing to structural irregularities, it differs from north-northeast to south.
Close to the outcrop the beds of sand in the Carrizo are massive and comparatively well defined, but downdip the individual sand beds commonly are thinner and are separated by shale beds. Shale beds, however, are indicated in all the electric logs on the cross sections in plates 2 and 3.
The Carrizo sand is the principal water-bearing formation of the Winter Garden district, furnishing about 90 percent of the water used for irrigation and nearly all the water used for domestic pur poses during 1947-48. The occurrence of water in the Carrizo sand, including the percolation of the water into the formation and its movement and discharge, the artesian head, the ability of the sand to transmit water, and the chemical character of the water, are dis cussed in greater detail in later sections of this report.
MOUNT SELMAN FORMATION
The name Mount Selman, from the town of Mount Selman in Cherokee County, Tex., was applied by Kennedy (1892, p. 52-54)
508883 O 60 4
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44 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
in 1892 to the lower part of the "marine beds" that lie on the Lignitic group of Kennedy (Carrizo-Wilcox) and under the Yegua formation. The name Cook Mountain was applied to the upper part of the marine beds.
In the Winter Garden district the Mount Selman formation lies with apparent conformity on the Carrizo sand. The lower part of the Mount Selman was named and defined by Trowbridge (1923, p. 92) as the Bigford formation. After a detailed study in Webb County by Lonsdale and Day (1937), the lower part of the Mount Selman was classified as the Bigford member of the Mount Selman formation and the upper part of the Mount Selman was called post- Bigford beds. The same terminology is used in this report.
Bigford member
In the Winter Garden district the contact between the Carrizo sand and the Bigford member generally has been drawn between the clean massively to thinly bedded sand at the top of the Carrizo and the clayey to sandy shale at the bottom of the Bigford. Ex posures of this contact are visible on Carrizo Creek beneath the bridge on the Asherton road half a mile south of Carrizo Springs; on Comanche Creek, 131/2 miles west of Crystal City; on Elm Creek, 1 mile northeast of the Burke ranch; and on the Nueces River, 2^ miles below the old Uvalde-La Pry or crossing.
At some places the contact between the Carrizo and the Bigford is not well defined, especially where the top of the Carrizo is in contact with a sand of the Bigford member. Apparently the sand from the Carrizo has been reworked to form the basal sand beds or lenses of the Bigford (fig. 10). Such sands easily could be mistaken for the Carrizo sand and be so recorded in drillers' logs. The water from these sands could be fresh, whereas most water from the Big- ford is highly mineralized.
The Bigford member crops out in a belt trending northward through Dimmit County and southern Zavala County, thence east ward through northern Zavala County into Frio County (pi. 4). Southeast of Carrizo Springs and northwest of Crystal City, where the dip is comparatively low, the outcrop of the Bigford is about 12 miles wide, whereas at the Zavala-Frio County line the outcrop is only about 2 miles wide.
Resistant sandstone beds in the lower part of the Bigford member form distinct scarps, some of which extend for several miles. Where clay beds are interbedded with resistant sandstone beds, the scarps are rugged. The Mills bed of Cetzendaner (1930, p. 1436) stands out as a north-facing scarp across northern Zavala County and as a west-facing scarp through western Zavala and Dimmit Counties.
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GEOLOGY 45
FIGURE 10. Sandstone in the Bigford member of the Mount Selman formation. Sandstone contains reworked sand from the Carrizo, exposed in a tributary of El Barroso Creek, 4 miles south of Carrizo Springs, Tex.
The scarp, especially prominent near Dentonio, is also seen about halfway between Carrizo Springs and Crystal City.
The vegetation on the outcrop area of the Bigford is very much the same as that on the Indio formation. Mesquite grows thickly, guajillo, catclaw, and cactus are generally thick, but small shrubs and grass also thrive.
In the Winter Garden district the Bigford member consists chiefly of clay, which is generally calcareous and of many colors. It con tains subordinate amounts of gray or brown sandy clay and sand stone; many beds of lignite, some as much as 3 feet thick; a few "paper" shales and sands, such as are present in the Indio formation; and a few thick coarse-grained crossbedded quartzitic sand beds, similar to those in the Carrizo sand. The Bigford also contains many beds, lenses, and concretions of yellow limestone and some thin beds of hematite. Many beds contain gypsum that weathers out in thin plates or as very small twinned crystals of selenite. Cone-in-cone structure is fairly common in the clayey beds in which calcareous and argillaceous materials are about equally mixed.
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46 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
The sandstone for the most part is fine grained, containing much mica, many grains of heavy minerals, and a small amount of glau- conite. The sand grains are clean and well rounded and range from pink to maroon. Most beds are thin to massive, but several layers of fine-grained lime-cemented crossbedded sand have been observed. Some of the layers, however, are poorly cemented. The sandstone beds are relatively much thicker and coarser grained near the base of the member.
A very hard lime-cemented gray sandstone, 6 inches-2 feet thick, is an excellent marker about 25-50 feet above the Carrizo-Bigford contact. This bed extends for more than 50 miles in western Dimmit County and Zavala County. In many places a layer of irregularly banded ironstone of varying thickness was found directly under neath the sandstone. The following description is of an outcrop on the Carrizo Springs-Eagle Pass highway, about 81/a miles northwest of Carrizo Springs, where beds of very hard sandstone are exposed on each side of the road.
Bigford member of the Mount Selman formation Feet
Sandstone, very hard, fine-grained, lime-cemented; consists of quartz, but contains many grains of limonite; breaks with subconchoidal fracture; unweathered surfaces are gray, but weathered surfaces are light yellow. _ _ _ 1-2
Sandstone, softer, lime-cemented, crossbedded_________________________ 1Ironstone, argillaceous, conglomeratic, containing calcite; weathers in
parallel or concentric bands of brown and yellow._____-______----_____ Yz-2
The mechanical analyses of five samples from the Bigford member (table 6) indicate marked variations in the distribution of grain sizes in the different well cuttings. Most of the grains, however, are 0.25 millimeter in diameter or smaller. The distribution of grain size of the fine-grained sand in the Bigford member is similar to that of the fine-grained sand in the Carrizo sand and Indio formation.
The lime concretions in the Bigford are predominantly lens shaped and are a distinctive mustard yellow. The smaller concretions are commonly formed about a leaf or twig. Large lenticular concretions containing cavities and veins filled with deep-yellow calcite crystals are found near the top of the member. Siderite is present in some of the concretions, and in a few localities limonite or marcasite is found as more or less spherical concretions 1-2 inches in diameter in hard lime-cemented sandstone. Small irregularly shaped iron con cretions were found at a few contacts of the sandstone and clay.
Layers of ironstone occur in the Bigford, but they are thin and the parallel banding resembles the grain in wood. On the surface the exposures resemble brick pavements because of a tendency to crack into uniform-sized blocks. The ironstone contains much hema tite associated with limonite, siderite, and clay.
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GEOLOGY 47
Fossil leaves and leaf imprints are fairly well preserved in some of the thin-bedded argillaceous sand and carbonaceous shale beds in the Bigford member. Trowbridge (1932, p. 66) described a small collection of molluscan fossils and fish scales taken from the Bigford near Dentonio. Getzendaner (1930, p. 1436) states that several mussel shells belonging to the fresh-water genus Unio have been found in the Bigford. Unidentifiable fragments of fossils have been taken from the Bigford at several localities. Although no guide fossils have been described from the member, Lonsdale and Day (1937, p. 19-21) reported 8 fossil zones in the Bigford in Webb County, 2 of them traceable across the county.
The electric logs (pis. 2 and 3) indicate that shale and sandy shale predominate in the Bigford member in Zavala County, but to the south in Dimmit County the member becomes predominantly sandy. Throughout nearly all the Winter Garden district, the Big- ford contains highly mineralized water. The upper part of the Bigford in the district closely resembles the post-Bigford beds of the Mount Selman formation, and, it is therefore almost impossible to determine the thickness of the Bigford from well logs. It is estimated that the Bigford has a minimum thickness of about 400 feet near the outcrop and a maximum thickness of about 800 feet downdip in eastern Dimmit County.
The sand and sandstone beds in the Bigford member are relatively thin, rarely exceeding 30 feet. In the northern part of the district near La Pryor and Batesville, a few shallow stock and domestic wells draw their supply from the Bigford. Several of the wells were formerly pumped for irrigation and yielded as much as 100 gallons a minute without excessive drawdown. The town of La Pryor was formerly supplied from a well in the Bigford, but the well has been deepened and now draws from the Carrizo sand. South of La Pryor wells penetrate sands in the Bigford that generally are of low permeability and yield small quantities of highly mineralized water only. In general, the sands of the Bigford are thin, probably lenticu lar, and do not yield large amounts of water.
Nearly all the water in the Bigford is under artesian pressure; however, no flowing wells have been reported. The outcrops of the water-bearing sands are narrow in most places, and the amount of recharge to them is probably small. The sands may lens out or decrease in permeability, and many of them probably have no surface outcrop.
Post-Bigford beds
The post-Bigford beds of the Mount Selman formation crop out in a broad belt in the central and eastern parts of Dimmit and Zavala
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48 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Counties (pi. 4). The width of the outcrop belt diminishes northward from 23 miles at the Dimmit-Webb County line to 16 miles near the Dimmit-Zavala County line, and about 12 miles at the Zavala-Frio County line.
The following lithologic description of the post-Bigford beds is chiefly from the observations of Trowbridge (1932). The post- Bigford beds are lithologically similar to the beds of the Bigford member but are composed chiefly of clay, a few relatively thin ledges of sandstone and gray limestone, and beds of coal, either lignitic or bituminous. The clay is gray, black, greenish gray, and bluish gray where fresh and yellow or tuff where weathered. Some of the beds are sandy, others are limy, but most of them consist chiefly of stiff, compact clay, plastic and sticky when wet, hard and brittle when dry. The beds of clay contain large quantities of gypsum as lenses, stringers, joint fillings, and irregular aggregates of crystals.
The thin ledges of sandstone and limestone serve to protect the underlying clay from erosion and provide some relief in a topography that is otherwise monotonously flat. The exposed sections probably exaggerate the proportion of sandstone because outcrops occur only where lenses of the more resistant materials are abundant. Some of the sandstone lenses, most common near the base of the post-Bigford beds, are 25-30 feet thick. They contain fine to coarse quartz grains of sand and small amounts of mica and glauconite; they are fairly well indurated but are not quartzitic.
Many calcareous concretions are distributed throughout the post- Bigford beds, but they are found chiefly in clay and shale. Most of the concretions are composed of compact fine-grained pure almost lithographic limestone. The exterior of the concretions is pale yel lowish gray or buff; on the inside they are light chocolate brown or gray, and the septarian fractures are filled with calcite. They range in diameter from about a quarter of an inch to about 6 feet; some are cylindrical; some are biscuit shaped; some are irregularly nodu lar; and some are spheroidal.
The maximum thickness of the post-Bigford beds in the district is estimated to be 700 feet. Though the Claiborne group is typically fossiliferous, the fossils are poorly preserved and scarce in the post-Bigford beds in the Winter Garden district.
In the Winter Garden district the sandstone lenses in the lower part of the post-Bigford beds yield small supplies of highly min eralized water. Farther east in Frio County, however, the post- Bigford beds yield adequate supplies of good water to many farm and ranch wells (Lonsdale, 1935, p. 34-35).
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GEOLOGY 49
COOK MOUNTAIN FORMATION
The name Cook Mountain, from Cook Mountain, Houston County, Tex., was applied by Kennedy (1892, p. 52-54) to the upper part of the marine beds that underlie the Yegua formation. The Cook Mountain formation crops out in southeastern and northeastern Dimmit County and southeastern Zavala County (pi. 4). The geologic map of Texas from which plate 4 was adapted shows the Cook Mountain formation and Sparta sand undifferentiated. The Sparta sand, however, is not believed to be present in the Winter Garden district and is not shown on plate 4 as being included with the Cook Mountain formation. The outcrop area of the Cook Mountain com monly has greater relief than outcrops of the other Eocene formations in the district. It is characteristically a series of rather high rolling red hills of resistant sandstone and fossiliferous limestone. Vegetation generally is dense, consisting of guajillo, mesquite, low shrubs, and grass.
The following description of the Cook Mountain is in part from observations by Trowbridge (1932, p. 104-107) and Miss Julia A. Gardner (written communication). The Cook Mountain consists chiefly of sand and sandstone. The sand, most of which is medium grained, is more or less firmly cemented. The beds of sandstone range from fine to coarse grained and are green, brown, red, yellow, and gray and are commonly glauconitic, ferruginous, and micaceous. Many of them are crossbedded and ripple marked. Mechanical analy ses of 2 samples from the Cook Mountain show that more than 95 percent of the grains are 0.25 millimeter in diameter or smaller. (See table 6.) Iiiterbedded with the sandstone are some white, yel lowish, bluish, and greenish-gray or chocolate-colored clay beds and a few thin lenses of gray limestone. The sandstone, and at some places the clay, contains large dark-gray firmly cemented crystalline limestone concretions, some of which are fossiliferous. The lower two-thirds of the formation weathers characteristically into red sandy soil; the upper third at most places weathers gray. Marine fossils are abundant in the clay and in the calcareous sandstone. The full thickness of the Cook Mountain is not exposed in the Winter Garden district but is estimated to be about 700 feet.
The lower part of the Cook Mountain formation contains many permeable beds of sandstone in the district, but tests have not been made to determine the quantity of water that might be developed from them. Well N6-1, which is in the outcrop of the Cook Mountain near Loma Vista, was the only well observed that taps the Cook Mountain. The water from well N6-1 has a relatively low mineral content. (See table 12.) However, it is reported by the ranchers in
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50 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
the outcrop area that cattle would not drink water from the Cook Mountain formation and that all ranch wells were drilled to deeper formations.
In Frio County, east of the Winter Garden district, the Cook Mountain formation in places yields sufficient water for irrigation. The water varies in quality, but the lower sandy parts of the forma tion yield the best water (Lonsdale, 1935, p. 40-41).
PLIOCENE (?) SERIES
UVALDE GRAVEL
The Uvalde gravel includes the gravel and silt that were first named the "Uvalde formation" by R. T. Hill (1891, p. 368) from its occurrence in the vicinity of the town of Uvalde. Trowbridge (1923, p. 98-100) correlated these deposits with the Eeynosa forma tion of south Texas, but it has been shown since that the Uvalde gravel is younger than the Reynosa formation and the name Uvalde gravel is now accepted by the U. S. Geological Survey.
The Uvalde gravel, which consists primarily of pebbles and cob bles of chert, quartz, and igneous rock and of black silt, caps the divides between the streams. It is generally only 1-2 feet thick, but in a few places is as much as 20 feet thick. It is commonly cemented with caliche. In the northern part of the district the maximum size of the cobbles is about 6 inches; in the southern part, about 3 inches. In the area drained by the Nueces River and its tributaries, most of the Uvalde consists of chert derived from the Edwards limestone of the Edwards Plateau, but on the divide between the Nueces River and the Rio Grande, broad plains of black silt are underlain by gravel deposits consisting chiefly of pebbles of igneous rocks.
A typical deposit of the Uvalde gravel can be seen in a roadcut on the Carrizo Springs-Billy highway about 1.8 miles east of the Nueces River bridge. The deposit is about 2 feet thick and contains pebbles and cobbles from 1 to 6 inches in diameter. A good exposure of the gravel, cemented by caliche, is on the west side of the Carrizo Springs-Crystal City highway in a gravel pit on top of the highest hill, about 6 miles north of Carrizo Springs and a little south of Winter Haven. The Uvalde gravel does not contain appreciable quantities of water because of its topographic position and lack of reservoir capacity.
QUATERNARY SYSTEM
PLEISTOCENE SERIES
LEONA FORMATION
The Leona formation was named by Hill and Vaughan (1898, p. 253-254) from the extensive deposits composing the first wide ter-
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GEOLOGY 51
race in the valleys of the Nueces and Leona Kivers. These flood-plain deposits are of Pleistocene age and consist of light-gray and buff silt and lenticular beds of sand and gravel. The Leona formation lies in the valleys of the Leona, Nueces, and Frio Kivers and their tribu taries between the high-level deposits of the Uvalde gravel and the Recent flood-plain deposits. It is mapped with the Recent alluvium on plate 4, as Quaternary alluvium, undifferentiated.
The pebbles and cobbles of the Leona formation were derived chiefly from the Edwards limestone and are composed of limestone, chert, and minor amounts of igneous rock. The silt commonly con tains fossil shells of land snails. The grain size of the material in the Leona decreases rapidly to the south away from the source area. Thus, more gravel is found near Uvalde County and more silt occurs south of Batesville.
Trowbridge (1923, p. 101) lists several fresh-water air-breathing mollusks in the Leona formation. Large teeth from Pleistocene ele phants reportedly were found in the old spring valley at Carrizo Springs, which was a bog before the springs ceased flowing.
In the valleys of the main streams, the Leona formation ranges in thickness from 0 to 75 feet, and the base of the formation may be as much as 70 feet below the beds of the rivers. Along the tributary streams the Leona is generally only a few feet thick.
The Leona commonly contains several layers of permeable sand and gravel which yield water freely to wells in parts of the district where the formation is thick enough to be water bearing. In 1947-48 about 60 shallow wells supplied water for irrigation of approximately 5,000 acres near Batesville and 5 shallow wells were used to irrigate 900 acres southeast of La Pryor. The yield of these wells varies with the thickness and permeability of the sand and gravel, but yields of as much as 1,000 gallons per minute have been reported for some wells. In the area north of Batesville, practically all the domestic supplies are obtained from the Leona. In an area 5-8 miles north of La Pryor, gravel of the Leona rests on the Carrizo sand and wells draw both from the gravel and the sand. North of La Pryor where the Leona overlies the Carrizo sand, the water in the Leona probably contributes to the recharge of the Carrizo. Throughout much of its outcrop the Leona formation is separated from the Carrizo sand by at least part of the Mount Selman formation. Water can move from the Leona formation to recharge the Carrizo directly only in the out crop area of the Carrizo. Such recharge probably takes place within the Nueces River valley on the outcrop of the Carrizo north of La Pryor and within the Leona River valley north of Batesville. South of the outcrop of the Carrizo, however, the Leona formation and the Carrizo sand are not hydrologically connected.
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52 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
CALICHE
Caliche is rock composed largely of calcium carbonate deposited by evaporation at or near the surface of the ground. Water percolat ing through the soil dissolves soluble materials in the order of and in proportion to their solubility. In semiarid and arid regions the total evaporation exceeds the total precipitation, and water evaporated at or near the ground surface leaves a residue of the contained minerals. The mineral matter may be deposited by water that is moving from the ground surface toward the w^ater table or from the water table toward the ground surface.
In the Winter Garden district, caliche generally consists of a few inches of an upper layer or crust of hard banded gray to light-buff calcium carbonate which grades downward into a greater thickness of softer white porous to powdery calcium carbonate. In most parts of the district, the caliche is only a few feet thick; however, it is as much as 20 feet thick in many places along the outcrop of the lower part of the Bigford member of the Mount Selman formation from Carrizo Springs northwestward for a distance of about 12 miles.
Caliche has considerable economic value for use in road construc tion. Although not everywhere suitable for quarrying, it is common as a surficial deposit in all parts of the district except in the outcrop area of the Carrizo sand. The presence of caliche in exposed rocks of all ages and the fact that it is still being formed suggests that it is at least in part of Recent age, possibly extending back to Pleistocene time.
Caliche may restrict the downward percolation of water and thus reduce the quantity of recharge to the ground-water reservoir. Caliche also may hold some water in temporary storage, this water later evap orating. Caliche, however, generally can be regarded as having only a minor effect on the hydrology in the district.
RECENT SERIES
ALLUVIUM
Most of the stream valleys of the Winter Garden district contain some alluvial deposits of Recent age which consist primarily of ma terial reworked from the Leona formation; the two formations are shown as a single unit on plate 4. The Nueces River flood plain through central Zavala County and central and eastern Dimmit County has a thick mantle of fertile, porous silt which produces large crop yields when properly irrigated. Gravel deposits along the Nueces River yield small quantities of water to wells for domestic purposes. Other alluvial deposits occupy rather narrow areas within the stream- beds or on Recent flood plains and do not yield significant quantities
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OCCURRENCE OF GROUND WATER 53
of water. The Recent river gravels serve to retard the runoff of storm water and where they overlie the outcrop of the Carrizo sand in the beds of the Nueces and Leona Rivers possibly aid to a small extent in the recharge of the Carrizo.
OCCURRENCE OF GROUND WATER
Most of the precipitation on the earth is derived from water evaporated from the sea. A part of the precipitation on the land surface runs off directly in surface streams; a part is returned to the atmosphere by evaporation; and a part penetrates the surface of the earth. There, a part of it is later evaporated or is transpired by plants, and a part descends to the zone of saturation. After entering the zone of saturation, the water, under the influence of gravity, moves slowly through the water-bearing beds until it is intercepted by wells or is discharged through natural outlets. Then a part returns directly to the air and a part flows to the sea and completes the hydrologic cycle. Ground water is the water that occurs below the surface of the earth in the zone of saturation, where all the interstitial openings in the rocks are filled with water under hydrostatic pressure.
The fundamental principles of the occurrence and movement of ground water have been presented in papers by Meinzer (1923a, 1923b, and 1932), Meinzer and Wenzel (1942), and Wenzel (1942), among others. The discussion that follows is a brief outline of those general principles and is limited to those phases that are essential to an understanding of the problems in the Winter Garden district.
Ground water in the Winter Garden district moves principally through sand and gravel in the Carrizo sand and Leona formation from points of recharge to points of discharge. The water in the Leona deposits and in the outcrop of the Carrizo is unconfined that is, the surface of the ground-water body (water table) occurs in permeable materials and is subject only to atmospheric pressure. Where the Leona overlies a permeable material, that material may be recharged from water in the Leona. DowTndip from the outcrop, where the Carrizo is overlain by the Mount Selman formation, ground water in the Carrizo sand is confined by the relatively impermeable overlying strata. Although the confining beds often are regarded as entirely impermeable under natural hydraulic gradients, it has been suggested that water may move very slowly even through clays. (See Winslow and Doyel, 1954, p. 16 and 17.) Even though the permea bility of the overlying beds may be very low, the relatively large area of contact may allow large quantities of water to escape from the aquifer. Water also may move directly from one formation to an other where the two are not separated by impermeable beds. Natural
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54 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
KINNEY CO
FIGURE 11. Approximate altitude to which water would rise in 1930 in wells screened in the Carrizo sand, Winter Garden district, Texas.
discharge occurs from the confined water-bearing beds through springs or seeps as the water finds its way to the land surface. Water in the unconfined or water-table areas is discharged naturally by springs and seeps where a stream or other drainage feature cuts below the regional water table or by evapotranspiration where the water table is close to the land surface. Artificial discharge is by wells, or other artificial structures. The confined water is under sufficient hy drostatic pressure to rise in tightly cased wells above the level at which it is found. If the altitude to which water will rise is greater than the altitude of the land surface, flowing wells may be obtained. The confined water is called artesian water whether or not it flows
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G-8 I
OCCURRENCE OF GROUND WATER
~&>' ZAVALA R ~7
55K1NNEJ.CQJ.__.__ (._JKAIJ)B__. I_____QQ_-_i________-__i.-
____DIMMIT__.___co___~
FIGURE 12. Approximate altitude to which water would rise in 1948 in wells screened in the Carrizo sand, Winter Garden district, Texas.
from wells. The height above sea level to which water from the Carrizo sand would rise in wells in the Winter Garden district was determined in 1930 and 1948, and the piezometric surface based on these determinations is shown in figures 11 and 12.
The Carrizo is separated from beds of sand in the Bigford member of the Mount Selman formation by a relatively impermeable clay. Where the seal of the clay is broken by an improperly constructed well, water from the Carrizo may move through the well and mix with water in the Bigford member, or vice versa, depending on the relation of the artesian head in the two units.
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56 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
PRINCIPAL AQUIFERS
CARRIZO SAND
GROUND-WATER WITHDRAWALS
The Carrizo sand is the principal ground-water reservoir, or aquifier in the Winter Garden district. About 90 percent of the ground water used during the 1947-48 irrigation season was pumped from the Carrizo.
The quantity of water pumped from the Carrizo sand in the Water Garden area first assumed significant proportions during the 1920's. During the 1929-30 season about 27,000 acre-feet of water was pumped to irrigate about 27,000 acres. During the depression years all farm ing operations declined, but irrigation farming declined more, per centagewise. During the 1937-38 season only "about 22,000 acre-feet of water was pumped to irrigate about 24,000 acres. The rate of de velopment increased sharply at the beginning of World War II and has accelerated since the war.
The total withdrawal of water for irrigation purposes in the 1947-48 season from the Carrizo sand in the Winter Garden district was about 52,000 acre-feet, which was pumped to irrigate about 42,000 acres. The estimate of pumpage for irrigation was based on records of pumpage from 76 wells and the total acreage and type of crop under irrigation. The average amount of water used for irriga tion was computed to be about 1.6 acre-feet per acre for vegetables and citrus trees and about 0.8 acre-foot per acre for feed crops and cotton.
The public water supply for seven towns in the Winter Garden district in 1947-48 was obtained from wells in the Carrizo sand. Total pumpage at Asherton, Big Wells, Brundage, Carrizo Springs, Catarina, Crystal City, and La Pryor was estimated to be 1,400 acre-feet per year or 1.25 million gallons per day.
Pumpage for domestic and stock supply from the Carrizo sand in 1947-48 was estimated at 1,000 acre-feet per year or about 900,000 gallons per day. Pumpage for industrial purposes, not accounted for under public supply, was about 400 acre-feet per year or 360,000 gal lons per day.
FLUCTUATIONS OF WATER LEVELS AND ARTESIAN PRESSURES
Water levels and artesian pressures fluctuate in response to re charge from precipitation and discharge through natural and arti ficial outlets. A record of the fluctuations of water levels in 46 wells in the Carrizo sand has been maintained since the start of the in vestigation in 1929. (See table 11.) Of the observation wells, 8 are
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PRINCIPAL AQUIFERS 57
water-table wells on the outcrop of the Carrizo sand, whereas the remaining 38 wells, which are downdip from the outcrop, are artesian wells.
WATER-TABLE WELLS
Water-level fluctuations in 4 water-table wells near Carrizo Springs, in 2 wells near Cometa, and in 1 well west of La Pryor all show a similar pattern of decline during the 19-year period from 1930 through 1948. The magnitude of the decline for the period varied, ranging from 3.1 to 20.7 feet. The records of water-level measurements in wells M6-19 and Si-18, shown in figures 13 and 14, respectively, are typical examples of the observed fluctuations in wells in the outcrop area. The water levels in both wells declined persistently throughout the period, and the decline has been slightly accelerated since 1941. During the 19-year period the annual rainfall at Carrizo Springs averaged 0.93 inch above average. It is concluded, therefore, that the decline in water levels in wells on the outcrop area has not been caused by a deficiency in recharge, but by withdrawals from wells in both the water-table and the artesian areas.
ARTESIAN WELLS
During the early development of irrigation in the Winter Garden district, flowing wells in the Carrizo sand were common. In 1904 Bowie (1905, p. 460-463) estimated the pressure head to be 18-40 feet above the land surface southeast of Carrizo Springs. In 1907, Taylor (1907, p. 51-52) presented records of 40 wells within 10 miles of Carrizo Springs; all but 2 of the wells flowed. He recorded 23 wells, 16-31 miles southwest of Batesville; 15 of these were reported to flow. Before the development of ground water for irrigation, several springs southwest of Carrizo Springs spilled water from the Carrizo sand into Carrizo Creek. As development continued, the head was lowered until the springs flowed only during the periods of least withdrawals. By 1929 the springs on Carrizo Creek ceased to flow.
The following discussion refers to the average fluctuations of water levels in observation wells near La Pryor, Crystal City, Cometa, Winter Haven, Carrizo Springs, Asherton, and Catarina. The de clines show the trends, but not necessarily the average magnitude for the areas because of the limited number of observation wells having continuous records. The magnitude of the decline for 2 periods is shown on figures 15 and 16.
In the La Pryor area the artesian pressure remained fairly con stant from 1930 to 1940. (See well Nl-40 in fig. 13 and wells Nl-24 and Nl-40 in table 11.) Since 1940 the artesian pressure has declined almost continuously. The decline in wells Nl-24 and Nl-40 from
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58 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
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PRINCIPAL AQUIFERS 59
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\ \
f J 4 i\i iii/
1^
i*
\ ,>
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133J NI '3ovjans aN\n Mcns
508883 O 60-
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GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
, UVALDE . __ _ __CO
FIGURE 15. Approximate decline of water levels in the Carrizo sand in the Winter Gardendistrict, Texas, 1941-48.
1940 to 1948 averaged about 54 feet, The accelerated decline after 1940 was caused by increased pumping as the irrigated area increased from about 4,600 to about 7,600 acres.
In the Crystal City area the artesian pressure declined an average of about 20 feet from 1930 to 1936, recovered about 20 feet from 1936 to 1941, and declined about 106 feet from 1941 to 1948. The greatest decline occurred after 1946 (fig. 13, well N5-40). Between 1938 and 1948 the area irrigated was increased from about 8,400 to about 15,600 acres.
In the Cometa area the artesian pressure declined an average of about 7 feet from 1930 to 1936, showed no appreciable change from
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PRINCIPAL AQUIFERS 61
KINNEY CO ~ UVALDE
I_ \. tometa __^ I M-^£~ Winter Haven,
FIGURE 16. Approximate decline of water levels in the Carrizo sand in the Winter Gardendistrict, Texas, 1947-48.
1936 to 1941, and declined about 21 feet from 1941 to 1948. Between 1938 and 1948 the area irrigated was increased from about 1,000 to about 1,600 acres.
In the Winter Haven area the artesian pressure rose an average of about 30 feet from 1930 to 1940 but declined an average of about 70 feet from 1941 to 1948. Between 1938 and 1948 the area irrigated was increased from 1,100 acres to about 2,000 acres. Nevertheless, the greatest decline, which occurred after 1946, appears to have been caused by pumping in adjacent areas, especially the Crystal City area, rather than in the Winter Haven area itself.
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62 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
In the Carrizo Springs area the artesian pressure fluctuated con siderably. There was no material decline in head from 1930 to 1941; however, there was a decline of about 68 feet from 1941 to 1948. The number of pumped wells increased from 50 to 59 from 1938 to 1948, and the irrigated area increased from 1,200 to about 3,100 acres.
In the Asherton area the artesian pressure rose an average of about 19 feet from 1930 to 1941; however, the pressure declined about 36 feet from 1941 to 1948. In 1938, 62 wells were in use as compared with 56 wells in use in 1948; however, during the same period the irrigated area increased from 2,900 to about 3,700 acres.
In the Catarina area the artesian pressure increased an average of about 14 feet from 1930 to 1937, declined slightly from 1938 to 1939, and recovered slightly in 1940 to 1941. A decline in pressure of about 27 feet took place from 1941 to 1948. Between 1938 when 24 wells were in use and 1948 when 38 wells were in use, the area irrigated was increased from about 1,300 to about 3,000 acres.
SEASONAL FLUCTUATIONS
Seasonal changes in water requirements for crops cause seasonal changes in the water levels and artesian pressures. In recent years the trend has been to produce 2 or 3 crops per year, in contrast to the practice during the 1930's when only 1 crop a year was produced on most farms. During the crop-year 1929-30 the irrigation season began in the middle of September and ceased in the latter part of April. The cessation of irrigation allowed water levels to recover, reaching maximum altitudes just prior to the next irrigation season. Seasonal fluctuations as great as 150 feet have been recorded. The present practice of irrigating 2 or 3 crops per year tends to decrease the amplitude of the fluctuations; however, the highest levels still generally occur during the late summer.
Annual water-level measurements are apt to give a false picture of water-level trends if the seasonal fluctuations are not considered. Therefore, water-level measurements should be made at the same time each year to make the data comparable.
NATURAL RECHARGE
The quantity of water recharged to an aquifer is the most sig nificant factor determining the quantity of water that may be con tinually withdrawn from the aquifer. The sources of recharge are infiltration from precipitation directly on the outcrop of the aquifer, seepage from surface streams which cross the outcrop of the aquifer, and interformational leakage.
The area of outcrop of the Carrizo sand in the Winter Garden dis trict that is available for recharge to the pumped areas is about 200,000 acres (White and Meinzer, 1931, p. 10). During a rain nearly all the
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PRINCIPAL AQUIFERS 63
water penetrates the surface of the ground in the outcrop area, but most of the rainwater eventually is lost by evapotranspiration. Under favorable conditions a part of the precipitation reaches the zone of saturation, and this recharges the sand.
At Carrizo Springs, part of which is on the outcrop of the Carrizo sand, the average annual precipitation for a 27-year period of record is 21.79 inches. A little more than 3 inches of water, equivalent to 15 percent of the precipitation, over the 200,000 acres of outcrop avail able to receive recharge would be enough to provide the 53,000 acre- feet of water withdrawn (for all purposes) during the 1947-48 season. It is obvious that several times 3 inches of water is available from precipitation on the outcrop, but it is equally obvious that the recharge has been equivalent to only a part of 3 inches a year during the period 1930-48, for when the average annual withdrawals have exceeded 27,000 acre-feet, the water table in the outcrop area has declined.
Attempts were made to measure percolation on the outcrop of the Carrizo sand by using lysimeters. White and Meinzer (1931, p. 9) state "that during the period of unusually heavy precipitation in October and November 1930, most of the rain that fell on the outcrop disappeared underground and moved slowly downward to depths of 5 feet or more."
The lysimeter experiments, however, produced widely varying results, chiefly because of the lack of uniformity in the texture of the material through which the water moved before reaching the zone of saturation. The percolating water tended to follow animal burrows and root channels. Some of the lysimeters collected more water than could be accounted for by the measured precipitation, whereas others collected less water than was expected. On the whole, the experiments with the lysimeters were inconclusive.
Seepage measurements were made on several streams crossing the Carrizo outcrop to determine the extent of recharge from the streams to the aquifer. The Nueces River is the largest stream that crosses the outcrop within the Winter Garden district, although much of the time it carries little or no water. Peak discharges often reach several thousand acre-feet, but conditions at such times are unfavorable for determining the losses on the outcrop. Measurements made when the flow is between about 20 and 200 second-feet show that the loss of the river between points immediately above the outcrop and points several miles below the outcrop generally is between 15 and 40 second- feet. However, a considerable part of this seepage enters the extensive alluvial deposits in the river valley and is returned to the river farther downstream, chiefly in a stretch 8-10 miles below the Carrizo outcrop. This return flow continues long after the stream ceases to flow above the outcrop.
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64 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Seepage measurements on Carrizo Creek showed a high rate of loss in a short stretch 2 or 3 miles above the crossing of Highway 83, but comparatively little loss in the rest of the course over the Carrizo outcrop. Pefia Creek loses heavily in only part of its course on the outcrop. Two sets of measurements made on Pendencia Creek in Dimmit County and on Comanche and Turkey Creeks in Zavala County showed no losses on the outcrop.
Carrizo Creek heads on the outcrop of clay of the Bigford member, and Pendencia, Comanche, and Turkey Creeks head on the outcrops of shale and clay of Late Cretaceous or Eocene age. Consequently, the storm waters which these streams carry are laden with clay and silt. These sediments have been deposited in the streambeds in many places on the Carrizo outcrop, thereby making a seal which prevents or retards penetration of storm water to the underground reservoir.
The possibility of interformational leakage has been discussed by Winslow and Doyel (1954, p. 15-17) in connection with the Houston area. The greater heads normally attained in the more permeable sands permit the movement of water into adjacent less permeable shale, silt, and clayey beds. A reduction in head caused by large with drawals may reverse the head differential and reverse the direction of movement. In the Winter Garden district the Carrizo is the most permeable formation, but large declines of artesian pressure may have caused the movement of water into the Carrizo from adjacent formations. The quantity of recharge from this source, however, is probably relatively small owing to the low permeability of the adjacent beds.
It is concluded that nearly all the recharge to the Carrizo sand in the Winter Garden district comes directly from precipitation on the outcrop area. Only a small part comes from streams that cross the outcrop, and the actual recharge in the vicinity of streams probably is only slightly more per unit of area than in the remainder of the outcrop.
In order to reach a tentative figure of the amount of replenishment from the outcrop of the Carrizo to the pumped districts in Zavala and Dimmit Counties for 1929-30, White and Meinzer (1931, p. 11) assumed that the inflow passed through a vertical section of the sand 60 miles long along the 550-foot contour line shown on figure 11. They estimated that along this contour the average thickness of the formation was 200 feet, the average coefficient of permeability 200, and the average hydraulic gradient 10 feet to the mile. On this basis the estimated flow from the outcrop to the pumped districts was estimated to be 24 million gallons a day, or about 27,000 acre-feet a year the same as the estimated withdrawal for the 1929-30 irrigation year.
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PRINCIPAL AQUIFERS 65
During the 1937-38 irrigation year, the water levels in water-table wells remained essentially at the same altitude while about 22,000 acre-feet of water was pumped from the Carrizo for irrigation within the district. The average water level in 36 wells in both the water- table and the artesian areas rose about 1 foot. Thus, the recharge to the Carrizo during 1937-38 is estimated to have been about 22,000 acre-feet.
Estimates of the annual recharge thus range from 22,000 to 27,000 acre-feet per year. The data on which these estimates are based are meager, and additional work should be done to refine them; however, it is the opinion of the writer that a fair value for the average annual recharge is 25,000 acre-feet.
ARTIFICIAL, RECHARGE
The possibilities of appreciably increasing the recharge to the Winter Garden district appear unfavorable. If dams on the streams and small drainageways were constructed to spread the water over the outcrop area to allow more time for the percolation of water into the sand, undoubtedly the amount of water recharged to the sand would be increased for a time. Eventually, however, the recharge to the Carrizo might be reduced to even less than at present because the area covered by the stored water probably would become silted, and this would reduce the area available for infiltration of precipitation. The silt problem could be alleviated by conducting the water into recharge basins after allowing the heaviest silt load to pass downstream and by periodically rejuvenating the basins by scarifying them when they are dry. (See Moffitt, 1943, and Sayre and Stringfield, 1948, p. 8.) However, the installation of numerous reservoirs on the small drainageways would appreciably reduce the runoff to the prin cipal streams, which seldom supply an adequate amount to meet existing surface-water appropriations.
Artificial recharge by means of wells does not appear to be feasible in the Winter Garden district. The only water that could be used for artificial recharge is surface water which is already appropriated and is not even sufficient to irrigate all the arable lands along the streams. Moreover, such water might have to be filtered and treated chemically at a cost that might exceed the present value of water for irrigation.
HYDRAULIC PROPERTIES OF THE AQUIFER
GLOSSARY OF TECHNICAL TERMS
The following definitions are presented as a reference to basic quantitative terms used in the following sections of this report.
Porosity can be quantitatively expressed as the percentage of the total volume of a rock that is occupied by interstices.
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66 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Permeability is the capacity of an aquifer to transmit water. The field coefficient of permeability (P) is defined (Wenzel, 1942, p. 7) as the number of gallons of water a day that percolates under prevailing conditions through each mile of water-bearing bed (measured at right angles to the direction of flow) for each foot of thickness of the bed and for each foot per mile by hydraulic gradient. The standard, or laboratory, coefficient of permeability is the same figure corrected to 60° F.
The coefficient of transmissibility (T) is the product of the thick ness, in feet, of the saturated part of a water-bearing bed and the field coefficient of permeability.
The coefficient of storage ($) of an aquifer is the volume of water it releases from or takes into storage per unit surface area of the aquifer per unit change in the component of head normal to that surface. The coefficient of storage is a dimensionless unit and is expressed as a decimal fraction.
Specific yield relates to the water that is free to drain by gravity from saturated water-bearing material. It is the fraction of a cubic foot of water that will drain by gravity from a cubic foot of saturated material. For practical purposes the specific yield equals the coef ficient of storage in water-table areas.
The specific capacity is used to indicate the relationship of well yield to drawdown and generally is expressed in terms of gallons per minute per foot of drawdown. The term implies that the ratio of yield to drawdown remains constant for any rate of withdrawal for any length of time. Because both the rate of withdrawal and the time element affect the specific capacity, the term should be considered approximate.
The moisture equivalent of a soil is the ratio of the weight of the water which the soil, after saturation, will retain against a centrifugal force of 1,000 times the pull of gravity to the weight of the soil when dry, or it may be expressed as the ratio of the volume of water to the bulk volume of sample. The moisture equivalent usually is expressed as a percentage.
LABORATORY TESTS
Laboratory tests to determine the physical and hydraulic properties of 104 samples of loose sand and coherent sand obtained from well cuttings and outcrops in Dimmit and Zavala Counties were tested in the hydrologic laboratory of the IT. S. Geological Survey in Wash ington, D. C. Determinations included porosity, permeability, ap parent specific gravity, centrifuge-moisture equivalent, and specific yield. The average computed porosity of 89 samples from the Carrizo sand was about 40 percent (table 6). The permeability ranged from 3 to 1,440 and averaged 286 gallons per day per square foot. The
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PRINCIPAL AQUIFERS 67
specific yield averaged about 37 percent. The coefficients determined in the laboratory generally are not directly applicable to field prob lems because of factors such as failure to get representative samples, failure to repack samples in original state, and deterioration of samples before testing.
The values of specific yield from laboratory samples were cal culated using an adjustment proposed by Piper (1933) and currently used in the Survey's hydrologic laboratory. The adjustment is based on the experimental relationship between the moisture equivalent and the specific retention. The values for specific yield ranged from 20.1 to 41.8 percent and averaged 36.5 percent. The specific yield under field conditions may be considerably less than the laboratory results indicate. The magnitude generally considered correct for a sand ranges from 10 to 20 percent. Alluvial materials tested in the Safford Valley in Arizona (Gatewood and others, 1950, p. 92) averaged 16 percent. If it is assumed that the average annual recharge to the Winter Garden district for the 18-year period 1930-48 was 22,000 acre-feet as determined for the irrigation year 1937-38, the decline in water level would indicate a specific yield of about 10 percent. Thus, it is concluded that the specific-yield values calculated by the laboratory method are probably too high.
PUMPING TESTS
Pumping tests were made in the field to determine the coefficients of transmissibility and storage. In 1930, pumping tests using the method of Thiem (1906) were made in three localities in the Winter Garden district. The average coefficient of permeability of the Carrizo sand was computed to be about 200 gallons per day per square foot.
In 1948, additional pumping tests were made, and the results of the tests were analyzed by means of the following equation developed byTheis (1935):
whereu=1.87f*S
Tt
In this equation, s is the drawdown in feet at any point in the vicinity of a well pumped at a uniform rate; Q is the discharge of the well, in gallons per minute; T is the transmissibility of the aquifer, in gallons a day per foot; r is the distance from the discharging well to the point of observation in feet ; S is the coefficient of storage ; and t is the time the well has been pumped, in days. Water-level data from the pumped well were analyzed using the Theis recovery method (Wenzel, 1942, p. 95).
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68 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
A pumping test was made in Zavala County about 91/2 miles north east of Crystal City. During the test, well N5-91 was pumped, and the effect of pumping was observed in wells N5-90, N5-92, N5-93, and N5-95. Each of the wells completely penetrated the Carrizo sand, which had an average thickness of 194 feet. The wells had been idle for about 3 weeks prior to the test, and the water levels in all the wells were measured daily for 1 wreek prior to the test to determine the regional trend in water levels. On February 14 the pump in well N5-91 was started and run continuously for 48 hours at the average rate of 934 gallons per minute. Periodic water-level measurements were made in the observation wells throughout the period of pump ing and in the pumped well for 6^2 hours after pumping ceased. Representative data and calculations are shown on figures 17, 18, and 19.
Another pumping test was made in 1948 on wells N7-167 and N7-168 in Dimmit County, 3Vsj miles northwest of Carrizo Springs, where the thickness of the Carrizo averages about 150 feet. The water levels in both wells were measured daily for 1 week prior to the test. On October 19, well N7-167 was pumped continuously for 8 hours while the drawdown of the water level in well N7-168 was observed at intervals of about 15 minutes. At the end of the pumping period the recovery in the pumped wTell was observed periodically for 16 hours.
The coefficients of transmissibility and storage computed by the Theis method from the data collected during the tests were as follows:
Coefficients of transmissibility and storage computed by the Theis method
Well
N5-90__-_____ ______91______________
92______________93______________95.___________._
Average .
N7-167__168
Coefficient of transmissibility, T (gpd per ft)
40, 00036, 000
36, 00037, 00038, 000
37, 400
30, 00030, 000
Coefficient of storage, S
1 1 V 1 fi *
1. 1 X 10-*Q Q V 1 0-51. 1 X 10-"
1. OX 10-*
1 Q V 1 0~*
Remarks
See fig. 18.
in pumped well. 19.
See fig. 18.
recoverySee fig.
The average coefficient of permeability computed by the Theis method for both tests was 196 gallons per day per square foot. This compared with the figure of 200 gallons per day per square foot
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PRINCIPAL AQUIFERS 69
=-' a
133J Nl 'M31VM 01 HLJ3a
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70 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
5.0
j 4.0
E 3.0
I
i a
^~»-,^-^
Well N5-90, Zavala C Feb. 12-14, 194
T 114.6 X 934 X 1.8 .
<: 0
480
1 X 40,000
1.87 x 19,000,000 "'
^^ ^
^
^-n
aunty, Texas8
000 gpd per ft
XX)11
' ~~-|--->-
Well NS-95, Zavala C _ Feb. 12-14, 1948
r 114.6 X 934 X 1.8
5.10 38'
s _ 0.1X38,000
1.87 x 19,000,000 "
^~*--^
^ «.
^> -*.
aunty, Texas
XX) gpd per ft
1011
^ ^x
^^
r^"^^^
^x^>
x^
Xj
X
N
N x
\
N
N\
\
\
\
\\
t
3.0 \
2.0
1,000,000 10,000,000 100,000,000
FIGURE 18. Coefficients of transmissibility and storage by the Theis nonequilibriummethod.
computed by the Thiem method and 286 gallons per day per square foot by the laboratory method in 1930.
INTERFERENCE BETWEEN WELLS
The cost of power to pump water from wells increases as the pumping lift increases. The pumping lift of a well is affected not only by its own withdrawals, but also by the withdrawals of wells surrounding it. Thus, the mutual interference of pumping wells is of economic importance in the Winter Garden district.
Wenzel (1942, p. 98) states that
As soon as a pump begins discharging water from a well that penetrates a water-bearing formation with a water table, a hydraulic gradient from all directions is established toward the well and the water table is lowered around the well. The water table soon assumes a form comparable to an inverted cone . . .
Under artesian conditions a similar cone of depression is formed on the piezometric surface. Other wells within the cone of depression experience a lowering of water level. The water levels will con tinue to decline, but at a decreasing rate unless the expansion of the
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PRINCIPAL AQUIFERS 71
Well IM£
//
5-91 Zava Feb. 14,
/
//
1 la County 1948
//
Texas
//
/
/
/
- 264 ° .nr 'T s I0g lo f
log 10 /' o 1/10
7" =26^
s
1X934X0.14?5 = 36,000 gpd per ft
0 f 2 2
FIGURE 19. Coefficient of transmissibility determined by the Theis nonequilibrium method.
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72 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
cone is stopped by a source of recharge. The size and rate of expan sion of the cone of depression are much greater in an artesian area than in a water-table area because the quantity of water released from storage per unit decline of pressure is many times less than the quantity that will drain per unit decline of the water table when dewatering the formation. Thus, interference effects are much more important in the artesian area- than in the water-table area.
The rate of development of the cone of depression of an artesian well is retarded when the cone extends into the outcrop area where water-table conditions prevail. The large difference in storage coeffi cient between the two areas is the principal factor causing the retarded development. If the recharge in the outcrop is sufficient to prevent appreciable lowering of the water table, the development of the cone will be further retarded and will, in time, halt. For practical purposes, when calculating artesian-pressure declines, it may be assumed that the outcrop acts as a source of recharge whether or not withdrawals exceed the average rate of recharge in the out crop. Figure 20 illustrates the declines of artesian pressure to be ex pected under assumptions based on observed conditions in small areas which may or may not be representative of the entire Winter Garden district.
The calculated values indicated on figure 20 are for 1 well pump ing 1 million gallons per day. If the distance to the outcrop were 10 miles, the decline would be within about 1 foot of its maximum value within 4 months; at greater distances from the outcrop, it would take longer times to approach maximum declines. The mu tual effect of pumping many wells may be calculated by employ ing the image-well theory as outlined by Kazmann (1946) in com bination with the Theis equation. Because of the unpredictable na ture of development in the Winter Garden district, estimates based on calculations of this type appear unwarranted. The purpose of figure 20, therefore, is to show the order of magnitude of interfer ence that may be expected by the addition of another well in the already heavily pumped Carrizo sand in the Winter Garden district and to give to the reader a better understanding of the causes of past declines of artesian pressure.
The development of the cone of depression around a well pumping in the outcrop area where water-table conditions prevail is relatively slow. Several years of continuous pumping from a well a few miles from the edge of the outcrop of a formation or a stream may show no noticeable effect on the normal development of the cone of de pression. Figure 21 shows the decline of the water table in the vicin ity of a well discharging 1 million gallons per day from an aquifer of infinite areal extent. It portrays the general order of magnitude
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PRINCIPAL AQUIFERS 73
H-C
*S
133d Nl '13A31 H31VM OIIVIS M0138
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Ass
umpt
ions
:
No
boun
dary
con
ditio
ns
T=
35,
000
gpd
per
foot
S-0
.1
0=
1 m
gd
1000
10
,000
D
ISTA
NC
E F
RO
M
PU
MP
ING
WE
LL,
IN
FEET
100,
000
FIG
UR
E 21. T
heo
reti
cal
decl
ine
in
wat
er l
evel
s in
the
vic
init
y
of
a w
ell
dis
char
gin
g f
rom
th
e C
arri
zo
sand
i in
th
eo
utc
rop
ar
ea.
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PRINCIPAL AQUIFERS 75
of declines expectable in the outcrop area. By comparison with figure 20, figure 21 shows that interference between wells in the outcrop is much less than in the artesian area. For example, the drawdown after 1 year at 1 mile from the pumping well would be about 1.5 feet as compared with about 13 feet in the artesian area where the outcrop is 10 miles from the pumping well.
DEPLETION OF THE RESERVOIR
In terms of reservoir depletion, dewatering of the sands in the Carrizo outcrop is of primary importance. A unit lowering of water level in the outcrop area represents a loss of storage per unit area about 1,000 times as great as a unit lowering of pressure in the arte sian area. If it is assumed that the annual rate of recharge is 20,000 acre-feet, that the rate of withdrawal will average 60,000 acre-feet, and that the specific yield is 10 percent, the average rate of decline of water levels in the outcrop (neglecting any contribution from artesian storage) is calculated to be about 2 feet per year over an area of 200,000 acres.
SALT-WATER LEAKS IN WELLS
Numerous irrigation wells and a few public-supply and stock wells in Dimmit and Zavala Counties have become contaminated by saline water from the Bigford member of the Mount Selman formation, which contains water of high mineral content, largely sodium chlo ride (common salt). The wells known to be affected by salt water are not confined to any one locality but are widely distributed among the noncontaminated wells in several of the irrigated areas in the central and southern parts of the district. Some of the wells that were most seriously affected have been abandoned; others, in which the contamination is slight, are in regular or part-time service but may have to be abandoned if the contamination increases.
The source of contamination is interformational leakage from the Bigford member of the Mount Selman formation into the Carrizo sand. The Bigford member consists chiefly of relatively impermeable beds of clay and shale that contain lenses of sand or sandstone. The clay and shale impede the vertical movement of the water within the Bigford member itself and also impede interformational leak age into the Carrizo sand. When wells penetrate the clay and shale, however, the seal is broken; and if the wells are not cased or if the casing is defective or improperly installed, water may move from one formation to the other. Prior to 1925, before the develop ment of large-scale irrigation, the artesian pressure in the Carrizo was higher than the pressure in the Bigford, and there appears to have been no appreciable contamination. In fact, it appears
508883 O 60 6
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76 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
probable that during that period water moved from the Carrizo into the sands of the Bigford through defective wells. As the pres sure in the Carrizo declined below that in the Bigford, however, movement of water was reversed and as a result the wells became contaminated.
Contamination of wells by salt water is detrimental for several reasons. Salt water has a highly corrosive action on the well casing and pumping equipment, and the water is injurious to the crops irrigated. Also, the soil of some of the irrigated farms has been seriously injured by water from contaminated wells.
In some contaminated wells in the Winter Garden district the chloride concentration in the water during prolonged periods of pumping is not very high, the salt water entering the well being greatly diluted by water from the fresh-water-bearing beds. When the pump is stopped, however, the salt water continues to enter the well, though perhaps at a slower rate; and being heavier than the fresh water, it accumulates in and around the well below the leak. Above the leak, however, the water in the well casing and pump, representing the water that entered at the close of the preceding period of pumping, remains comparatively fresh. Under conditions prevailing in the Winter Garden district, fresh water may rest on salt water in an idle well without appreciably mixing, and the con tact between the two may be sharply defined for a long time. These relations between fresh water and salt water provide a key for exploration to determine the locations of the salt-water leaks. The results of methods employed in exploration of contaminated wells are discussed by Thompson (1928) and Livingston and Lynch (1937). Contamination that is confined to the leaky wells and their imme diate vicinity is detrimental, but it is not so serious to the com munity as widespread contamination of the water-bearing forma tion. So far the Carrizo sand has not been noticeably affected except at individual wells, but continued neglect of leaky wells may result in widespread contamination.
All wells abandoned because of contamination and wells that can not be profitably repaired should be sealed from top to bottom. Sealing can be done by pumping cement or heavy mud into the hole through a tube, beginning at the bottom and continuing until the well is filled to the surface. No attempt should be made to seal a well by simply shoveling dirt or other debris in at the top; the filling material probably will bridge at some point above the bottom of the well and, although the well may appear to be sealed, voids may exist through which salt water can enter the well and move into the Carrizo sand.
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PRINCIPAL AQUIFERS 77
LEONA FORMATION
The Leona formation is an important aquifer in the Batesville and La Pryor areas. Only 5 irrigation wells yielded water from the Leona formation in northern Zavala Comity in 1940, but by 1948 about 60 wells were in use. The withdrawal from the Leona forma tion between July 1, 1947, and June 30, 1948, was about 6,800 acre- feet, of which about 5,400 acre-feet was used to irrigate about 4,200 acres in the Batesville area and about 1,400 acre-feet was used on 900 acres east of the Nueces River near La Pryor.
Marked declines in yields of wells in the Leona formation during 1947-48 prompted many farmers in the Batesville area to drill wells to the Carrizo sand. Some of the wells along the western edge of the Leona formation penetrated only about 15 feet of saturated gravel, and when the water table declined 10-12 feet these wells began to fail. In the area of most recent development (south of Batesville on both sides of the Leona River), however, conditions have been more favorable.
The absence of long-term water-level records made quantitative conclusions regarding the potential development of ground water from the Leona formation speculative. From changes in well yields, however, it appears that the supply is not dependable during periods of extended drought.
The opportunities for recharge to the Leona deposits in Zavala County are as follows: From rainfall and local runoff on the surface of the Leona, seepage from the streams and flood plains when they are inundated, subsurface inflow from the north where the deposits are recharged principally from the underlying Edwards limestone, and percolation of irrigation water.
The relative importance of rainfall and runoff is unknown. Soil conditions and topography in some places are very favorable to the infiltration of water. If these conditions are extensive enough, large quantities of water may be' recharged during periods of heavy pre cipitation.
Livingston (1947, p. 16), referring to the Leona River observed that
*** the river bed is above the water table in the gravel both in Uvalde and Zavala Counties. Therefore, the river loses water by seepage, but, on the whole, the loss is comparatively small, owing to the presence of travertine and fine silt in the river bed which makes it nearly impermeable. During floods which cause the stream to overflow its banks, however, large quantities of water may seep into the underground reservoir.
Subsurface inflow to the area from the north is probably of minor importance. Calculations based on rough estimates of the thickness and permeability of the saturated material and hydraulic gradient
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78 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
indicate that the rate of inflow is probably a small percentage of the total recharge.
The rapid development of water for irrigation from the Carrizo could make irrigation losses a major source of recharge to the Leona deposits where permeable materials occur between the surface and the water table. This source may, however, increase the dissolved mineral content of the water in the Leona, as it leaches salts from the soil while percolating downward.
Further development of the Leona formation for a supplemental irrigation supply appears favorable. The wells may be spaced fairly close to each other (one-fourth-mile spacing) without appreciably reducing individual well yields. However, variations in water-bearing properties reduce the certainty of obtaining successful irrigation wells. Further data are needed to determine the thickness, nature, and extent of saturated deposits.
QUALITY OF WATER
The general chemical quality of the ground water in the Winter Garden district is shown by the analyses in table 12. Most of the analyses were made by the U. S. Geological Survey, but a few of the earlier analyses w^ere made by the Bureau of Industrial Chemistry, of the University of Texas.
As rain falls through the atmosphere, it is relatively free from dis solved minerals, though every drop carries dissolved atmospheric gases, of which carbon dioxide is the most important because it in creases the solvent power of the water. As it percolates into the earth the rainwater dissolves the more soluble minerals. The amount and kind of mineral matter dissolved in natural water depends upon the chemical composition and physical structure of the rocks with which the water comes in contact, the temperature, the pressure, and the duration of contact.
Formations deposited in marine waters originally contained sea water in all pore spaces, but the sea water eventually may be flushed out by rainwater percolating in from the outcrop area. In highly permeable rocks that permit good circulation of ground water, the flushing action may have proceeded to a considerable depth downdip. Less permeable formations may not be flushed as far downdip and may contain water of poor quality close to the surface in areas where the circulation is particularly poor.
MINERAL CONSTITUENTS
Silica (SiO 2 ) is found in most natural water. Silica has no effect on the use of water for irrigation or domestic purposes, but it does contribute to boiler scale, particularly in high-pressure boilers.
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QUALITY OF WATER 79
Iron (Fe) is dissolved from practically all rocks and also from iron pipes. Iron generally occurs in water as ferrous bicarbonate. When present in large amounts, it adds to the hardness and causes an unpleasant astringent taste. If a water contains much more than 0.3 part per million (ppm) of iron, the excess may separate out when exposed to the air and settle as a reddish sediment which stains cloth ing and plumbing fixtures. Most of the iron can be removed from solution by aeration, which causes the iron to precipitate, followed by settling or filtration. Iron is not harmful in irrigation waters.
Appreciable amounts of calcium (Ca) and magnesium (Mg) are found in water that has been in contact with limestone, dolomite, calcareous gravel or sand, gypsum, and many other rocks. The salts of calcium and magnesium make water hard and in the Winter Garden district are generally characteristic of water from shallow wells.
Sodium (Na) and potassium (K) are found in all natural water, although generally there is much less potassium than sodium. Sodium is the chief basic constituent in sea water and most brines. Large percentages of sodium are undesirable for irrigation because they cause the soil to become hard and untillable.
Bicarbonate (HCO3 ) is found in nearly all natural waters. Bicar bonate results from the action on carbonate and other rocks of the carbon dioxide dissolved in water. Bicarbonate in large amounts causes the water to have an objectionable taste. Carbonate generally is not found in natural water except in that which is strongly alkaline.
Sulfate (SO4 ) may be dissolved in large quantities from gypsum, from alkali deposits of sodium sulfate, or from the oxidation of iron sulfides, principally pyrite. Sulfate of calcium and magnesium con tributes to hard boiler scale. Sulfate is undesirable in drinking water if the concentration is more than 250 ppm, particularly if the mag nesium content is high (epsom salt is magnesium sulfate).
Chloride (Cl) has little effect on the utility of water except when present in large amounts. Appreciable quantities of chloride in com bination with calcium and magnesium may increase the corrosiveness of water. Chloride is harmful to plants if present in excessive amounts, and water having a chloride salt content exceeding about 500 ppm will taste salty to most people.
Fluoride (F) commonly occurs in rocks, but most fluorides are relatively insoluble. The amount of fluoride in natural water seldom exceeds a few parts per million. In small amounts, fluoride inhibits tooth decay in children, but excessive quantities cause mottling of tooth enamel if used during calcification of the teeth.
Nitrate (NO3 ) is considered to be the final oxidation product of nitrogenous organic material. High concentrations of nitrate may serve as an indicator of contamination by sewage or other organic
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80 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
wastes. However, many wells yield water high in nitrate without apparent contamination by harmful bacteria.
Boron (B) in appreciable amounts has been found to be detri mental to citrus fruits and many other crops. Plant species differ markedly in their tolerance to high concentrations of boron; the permissible limits of boron for several classes of irrigation waters are shown in table 8.
TABLE 8. Permissible limits of boron for several classes of irrigation waters 1
[Measurements are given in parts per million]
Boron class
12345 __ _______ __
Sensitive crops
<0. 330. 33-0. 67
. 67-1. 001. 00-1. 25
>1. 25
Semitolerant crops
<0. 670. 67-1. 331. 33-2. 002. 00-2. 50
>2. 50
Tolerant crops
<1. 001. 00-2. 002. 00-3. 003. 00-3. 75
>3. 75
i From Scofleld (1936).
The dissolved solids the residue on evaporation represents the approximate total of the dissolved mineral substance in solution, in cluding any organic matter and water of crystallization. The palat- ability of water is affected by the amount of dissolved solids con tained in the water. Water containing less than 500 ppm of dissolved solids is usually satisfactory for most uses. The amount of dissolved solids in irrigation water is commonly expressed as tons per acre- foot, which may be computed by multiplying the number of parts per million of dissolved solids by 0.00136.
Hardness is generally caused by the calcium and magnesium pres ent in the water. It is usually recognized by the increased amount of soap required to make a good lather. Temporary or carbonate hardness is caused principally by bicarbonates of calcium and magnesium and is that part of the hardness that can be removed by boiling. Perma nent or noncarbonate hardness is caused by the other dissolved salts of calcium and magnesium. The degree of hardness can be expressed as follows: Water having a hardness of 60 ppm or less, soft; 61-120 ppm, moderately hard; 121-200 ppm, hard; and more than 200 ppm, very hard.
The percent sodium shows the relative proportion of sodium ions to total cations and is used as an index of the suitability of a water for irrigation. It is a ratio of the sodium to the total positive ions (sodium, potassium, calcium, and magnesium) in the water, all ex pressed in equivalents per million. A classification for the suitability of a water for irrigation in arid areas based on the percent sodium and the dissolved solids has been suggested by Wilcox (1948). Anal yses of water samples collected in the Winter Garden district are classified accordingly on figure 22. Other factors affecting the suit-
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FIG
URE
2
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Cla
ssif
icat
ion
of
gr
ound
w
ater
us
ed fo
r ir
riga
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82 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
ability of a water for irrigation, however, are type of soil, subsur face drainage, type of crop grown, amount and distribution of rain fall, and quantity of water applied.
The specific conductance (micromhos at 25°C) of a water is a measure of its ability to conduct electricity. The conductance varies with the concentration and degree of ionization of the different min erals in solution and with the temperature of the water. When con sidered in conjunction with results of determinations for other constituents, specific conductance gives a good indication of the total quantity of dissolved minerals in the water.
The hydrogen-ion concentration (expressed as pH) of a water is a measure of its acidity or alkalinity, a factor which has an impor tant bearing on the corrosiveness of the water. Values lower than 7.0 denote acidity and values higher than 7.0 denote alkalinity. Acid waters generally are more corrosive than alkaline waters.
QUALITY OF WATER IN THE WATER-BEARING FORMATIONS
The water in the Indio formation exhibits marked differences in chemical character from place to place, probably because the sands are deviously connected and there is little circulation in the water bearing beds. In 12 samples the dissolved solids ranged from 664 to 3,740 ppm, and the percent sodium ranged from 29 to 83. The upper beds may produce water Usable for stock in some places near the outcrop, but the water in the lower part of the formation is generally too highly mineralized for most uses.
The Carrizo sand generally contains water of good quality. The water in the outcrop area is low in dissolved solids but generally is hard because of the solution of calcareous material present in the Carrizo in the outcrop area. The water obtained downdip, however, contains more dissolved solids but is softer because of base-exchange reactions which occur as the water moves downdip through the sand. In 79 samples the dissolved solids ranged from 270 to 7,430 ppm, and the percent sodium ranged from 2 to 97. Analyses of water from the Carrizo sand which reveal high dissolved solids are generally indica tive of contamination from the Bigford member of the Mount Selman formation.
Shallow wells in the Bigford member of the Mount Selman forma tion northeast of La Pryor yield water of satisfactory quality for domestic and stock use. Downdip, however, the water is highly min eralized and is unfit for any use.
Although no samples of water were obtained from the post-Big- ford beds of the Mount Selman formation, the water is reported to be highly mineralized. Ranchers in the eastern part of the district reported that it is undesirable even for stock use.
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SUMMARY AND CONCLUSIONS 83
Only one sample was obtained from a well that definitely draws water from the Cook Mountain formation; the water was of good quality. Ranchers reported, however, that the water from the Cook Mountain generally was too highly mineralized for stock use. Several shallow wells draw water for domestic use from the formation east of the district in Frio County, but only one of these wells was re ported to yield water of good quality.
Water from the Leona formation is generally hard but relatively low in dissolved solids. In 3 samples the dissolved solids ranged from 368 to 536 ppm and the percent sodium ranged from 6 to 15. Thus the quality of the water is excellent for irrigation.
SUMMARY AND CONCLUSIONS
The Carrizo sand and the Leona formation constitute the prin cipal aquifers in the Winter Garden district. Water in sufficient quan tities and of suitable quality for irrigation is available, from each. The Carrizo sand is by far the more important because of its greater thickness and extent. In part of northern Zavala County, potable water is available for domestic and stock supplies from the Bigford member of the Mount Selman formation. Water from the Indio for mation generally is highly mineralized, but in some areas it is suit able for domestic and stock supplies. Other water-bearing formations present in the area generally yield highly mineralized water and are relatively unimportant as aquifers.
Irrigation development and annual withdrawals of ground water have been variable. Profits made by the irrigation farmers in 1929- 30 were sufficient to stimulate development. During the depression that followed, prices of farm products were low, and the irrigated acreage was materially reduced. Europe's entry into World War II increased the prices of farm products, again stimulating irrigation development, which has continued at a rapid pace through the post war period to the present time. Ground-water withdrawals from the Carrizo for the crop-year 1947-48 were estimated to be 55,000 acre- feet, as compared with 27,000 acre-feet for the 1929-30 season and 22,000 acre-feet during the 1937-38 season. Withdrawals from the Leona formation increased about tenfold from 1940 to 1948, when about 6,800 acre-feet was pumped.
The decline of water levels in the outcrop area of the Carrizo sand indicates that the present rate of withdrawals exceeds the average rate of natural recharge, which is probably about 25,000 acre-feet per year. If withdrawals continue at this rate, it is estimated that the recharge area (Carrizo outcrop) will be dewatered. at an average rate of about 2 feet per year. Continued irrigation expansion would, of course, accelerate the dewatering.
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84 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Intensive water-conservation practices by the farmers of the dis trict would reduce the rate of depletion of the aquifer and prolong the high productivity of the district. Conservative irrigation and farming practices recommended by various private and governmental farm agencies if followed carefully will tend to conserve the water resources of the area. Further use of surface reservoirs to collect storm runoff for irrigation use should be considered wherever pos sible.
Perhaps the most imminent problem related to continued expan sion of irrigation is the decline of artesian pressure, which directly affects the cost of pumping water. Although the water stored in the Carrizo sand is in no danger of being depleted completely for many years, the increased pumping lifts caused by increased withdrawals eventually may make it uneconomical to pump water for irrigation. During the period of record 1929-48, the water level declined in some areas more than 90 feet. Excessive declines caused by con centrated withdrawals of ground water may be reduced by spacing wells farther apart.
A substantial number of irrigation wells have been abandoned because the water became too highly mineralized. Tests on these wells showed that highly mineralized water from the Bigford member of the Mount Selman formation was entering the wells through leaks in or along the sides of the casings. A better grade of casing and a more effective seal above the fresh-water-bearing material would help to prevent leakage. Wells that are too expensive to repair, unless care fully plugged, will likely lead to widespread contamination.
Further studies are needed to refine the estimates of recharge made in this investigation and to reevaluate the ground-water potential peri odically. Extensive studies should be made to determine the rate of natural recharge more accurately and to evaluate the possibilities further of increasing the recharge by artificial means. The Leona formation should be extensively studied to determine its thickness, areal extent, and water-bearing characteristics so that quantitative conclusions can be reached as to its potential development. Pumpage inventories and frequent water-level measurements should be made so that ground-water conditions may be reevaluated every few years. The more acute the problems become, the greater the need for ac curate and current information on the ground-water conditions.
SELECTED BIBLIOGRAPHY
Bowie, A. J., 1905, Irrigation in southern Texas, in Ann. Kept, of irrigation and drainage investigations, 1904: U.S. Dept. Agriculture Expt. Sta. Bull. 158, p. 347-507.
Deussen, Alexander, 1924, Geology of the Coastal Plain of Texas west of Brazos River: U.S. Geol. Survey Prof. Paper 126.
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SELECTED BIBLIOGRAPHY 85
Fiedler, A. G., and Nye, S. S., 1933, Geology and ground-water resources of the Roswell artesian basin, New Mexico: U.S. Geol. Survey Water-Supply Paper 639.
Gardner, Julia A., 1924, Fossiliferous marine Wilcox in Texas: Am. Jour. Sci., 5th ser., v. 7, p. 141-145.
1933, Kincaid formation, name proposed for lower Midway of Texas:Am. Assoc. Petroleum Geologists Bull., v. 17, no. 6, p. 744-747.
Gatewood, J. S., Robinson, T. W., Colby, B. R., Hem, J. D., and Halpenny, L. C.,1950, Use of water by bottom-land vegetation in lower Safford Valley,Arizona : U.S. Geol. Survey Water-Supply Paper 1103.
Getzendaner, F. M., 1930, Geologic section of Rio Grande embayment, Texas,and implied history: Am. Assoc. Petroleum Geologists Bull., v. 14, no. 11,p. 1425-1437.
Hill, R. T., 1891, Notes on the geology of the Southwest: Am. Geologist, v. 7,p. 254-255, 366-370.
1901, Geography and geology of the Black and Grand Prairies, Texas, with detailed descriptions of the Cretaceous formations and special refer ence to artesian waters: U.S. Geol. Survey 21st Ann. Rept, pt. 7.
Hill, R. T., and Vaughan, T. W., 1898, Geology of the Edwards Plateau and Rio Grande Plain adjacent to Austin and San Antonio, Texas, with refer ence to the occurrence of underground waters: U.S. Geol. Survey 18th Ann. Rept., pt. 2, p. 193-323.
Hutson, W. F., 1898, Irrigation systems in Texas: U.S. Geol. Survey Water- Supply Paper 13.
Johnson, Frank, 1916, Texas and Texans: Am. Hist. Soc. of New York, v. 4, p. 1593-2028.
Kazmann, R, G., 1946, Notes on determining the effective distance to a line of recharge : Am. Geophys. Union Trans., v. 27, no. 6, p. 854-859.
Kennedy, William, 1892, A section from Terrell, Kaufman County, to Sabine Pass on the Gulf of Mexico: Texas Geol. Survey 3d Ann. Rept., p. 52-54.
Livingston, P. P., 1947, Relationship of ground water to the discharge of the Leona River in Uvalde and Zavala Counties: Texas Board of Water Engineers duplicated rept.
Livingston, P. P., and Lynch, Walter, 1937, Methods of locating salt-water leaks in water wells: U.S. Geol. Survey Water-Supply Paper 796-A.
Lonsdale, J. T., 1935, Geology and ground-water resources of Atascosa and Frio Counties, Texas: U.S. Geol. Survey Water-Supply Paper 676.
Lonsdale, J. T., and Day, J. R., 1937, Geology and ground-water resources of Webb County, Texas: U.S. Geol. Survey Water-Supply Paper 778.
Meinzer, O. E., 1923a, The occurrence of ground water in the United States, with a discussion of principles: U.S. Geol. Survey Water-Supply Paper 489.
1923b, Outline of ground-water hydrology, with definitions: U.S. Geol. Survey Water-Supply Paper 494.
1932, Outline of methods for estimating ground-water supplies: U.S. Geol. Survey Water-Supply Paper 638-C.
1936, Movements of ground water: Am. Assoc. Petroleum GeologistsBull., v. 20, no. 6, p. 704-725.
Meinzer, O. E., and Wenzel, L. K., 1942, Ground water, in Physics of the earth,v. 9, Hydrology: New York, McGraw-Hill Book Co., Inc., p. 385-477.
Moffltt, D. L., 1943, Artificial flooding builds up ground-water yield: WaterWorks Eng., v. 96, p. 1230-1232.
Outlaw, D. E., 1948, Electrical-resistivity apparatus for locating salt-water leaksin wells: U.S. Geol. Survey open-file report, 2 p.
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86 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Owen, J., 1889, Report of geologists for southern Texas: Texas Geol. SurveyProg. Kept. 1.
Piper, A. M., 1933, Notes on the relation between the moisture equivalent andthe specific retention of water-bearing materials: Am. Geophys. UnionTrans., v. 14, p. 481-487.
Robinson, T. W., Turner, S. F., and Cromack, G. H., 1940, Wells in the WinterGarden district in Dimmit and Zavala Counties and eastern MaverickCounty, Texas: Texas Board of Water Engineers duplicated report.
Roesler, F. E., 1890, Artesian wells: U.S. 51st Cong., 1st sess., S. Ex. Doc. 222. Sayre, A. N., 1936, Geology and ground-water resources of Uvalde and Medina
Counties, Texas: U.S. Geol. Survey Water-Supply Paper 678. 1937, Geology and ground-water resources of Duval County, Texas: U.S.
Geol. Survey Water-Supply Paper 776.Sayre, A. N., and Stringfield, V. T., 1948, National aspects of artificial recharge
of ground water : U.S. Geol. Survey mimeo. rept.Scofield, C. S., 1936, The salinity of irrigation water: Smithsonian Inst. Ann.
Rept. 1934-35, p. 275-287.Sellards, E. H., Adkins, W. S., and Plummer, F. B., 1932, The geology of Texas,
v. 1, Stratigraphy: Texas. Univ. Bull. 3232.Taylor, T. U., 1902, Irrigation systems of Texas: U.S. Geol. Survey Water-
Supply Paper 71. 1907, Underground waters of the Coastal Plain of Texas: U.S. Geol.
Survey Water-Supply Paper 190.Theis, C. V.. 1935, The relation between the lowering of the piezometric
surface and the rate and duration of discharge of a well using ground- water storage: Am. Geophys. Union Trans., v. 16, pt. 2, p. 519-524.
Thiem, Gunter, 1906, Hydrologische methoden [Hydrologic methods] : Leipzig, Germany, J. M. Gebhardt, 56 p.
Thompson, D. G., 1928, Ground-water supply of the Atlantic City region: New Jersey Dept. Conserv. and Devel. Bull. 30.
Trowbridge, A. C., 1923, A geologic reconnaissance in the Gulf Coastal Plain of Texas near the Rio Grande: U.S. Geol. Survey Prof. Paper 131-D.
1932, Tertiary and Quaternary geology of the lower Rio Grande region,Texas: U.S. Geol. Survey Bull. 837.
U.S. Works Progress Admin. Writers' Project, 1940, Texas, A guide to theLone Star State: Am. Guide Ser., New York, Hastings House.
Vanderpool, H. C., 1930, Cretaceous section of Maverick County, Texas: Jour.Paleontology, v. 4, no. 3, p. 252-258.
Vaughan, T. W., 1900, Description of the Uvalde quadrangle [Texas] : U.S.Geol. Survey Geol. Atlas, Folio 64.
Weeks, A. W., 1941, Late Cenozoie deposits of Texas Coastal Plain [abs.] : Am.Assoc. Petroleum Geologists Bull., v. 25, no. 5, p. 932.
Wenzel, L, K., 1942, Methods for determining permeability of water-bearingmaterials, with special reference to discharging-well methods: U.S. Geol.Survey Water-Supply Paper 887.
White, W. N., and Meinzer, O. E., 1931, Ground water in the Winter Gardenand adjacent districts in southwestern Texas: U.S. Geol. Survey mimeo.rept.
Wilcox, L. V., 1948, The quality of water for irrigation use: U.S. Dept. Agri culture Tech. Bull. 962, p. 26.
Winslow, A. G., and Doyel, W. W., 1954, Salt water and its relation to freshground water in Harris County, Texas: Texas Board of Water EngineersBull. 5409.
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BASIC DATA
![Page 96: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/96.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zava
la C
ount
ies
and
east
ern
Mav
eric
k C
ount
y,
Tex
.
Met
hod
of l
ift:
B
, bu
cket
; C
, cy
lind
er;
Cf,
cent
rifu
gal;
E,
elec
tric
; G
, ga
soli
ne,
dies
el,
or o
il; H
, ha
nd;
Ng,
na
tura
l ga
s; T
, tu
rbin
e; W
, w
indm
ill.
Num
ber
indi
cate
sho
rsep
ower
. U
se o
f w
ater
: D
, do
mes
tic;
Ind
, in
dust
rial
; I,
irri
gati
on;
N,
none
; P
, pu
blic
sup
ply;
S,
stoc
k.[A
ll w
ells
are
dri
lled
unl
ess
othe
rwis
e in
dica
ted
in r
emar
ks
colu
mn.
F
or w
ells
mar
ked
wit
h an
ast
eris
k (
*) s
ee t
able
12
for
chem
ical
ana
lyse
s of
gro
und
wat
ers]
Wel
l
TJ7
1 *3 4 5 7 Q
Dis
tanc
e,
in m
iles
, fr
om
La
Pry
or:
g1
jj. _
--
9iN
-
7^N
-
4f N
W
4i
MW
Ow
ner
and
othe
rs.
Was
her
Bro
s
Tep
ley
-----H
o
------
Dri
ller
B.
F. K
ite--
-
----_^n ------
Dat
e co
m
plet
ed
1927
1911
Dep
th
of
wel
l (f
eet)
con 40 100
640
300 48
155
Dia
m
eter
of
w
ell
inch
es)
8 10
Dep
th
case
d (f
eet)
150
155
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
99.8
111.
1
110
n
Dat
e of
m
easu
re
men
t
---d
o
11-1
9-29
do
_--^o----
Met
hod
of
lift 6
C,W
r-
w
Use
of
w
ater
D, S N
n
c
Lan
d ir
rigat
ed (
acre
s)
for
seas
on--
1929
-30
1937
-38
1947
-48
Rem
arks
2,
gas
test
. B
asal
tre
port
ed a
t 65
0-65
4ft
and
684
-687
ft.
Cas
ing:
13
0 ft
of
8-in
. ; 2
0 ft
of
8-in
.pe
rfor
ated
with
\-
in.
hole
s.
Wel
lpl
ugge
d ba
ck t
o 20
0ft
. W
ater
rep
orte
dsl
ight
ly s
alty
.
Cas
ing:
95
ft
of 1
0-in
. ; 6
0 ft
of
10-i
n.pe
rfor
ated
.
00
00
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104j
NW
-
,(3
X
T
4iN
W--
-
4|
N--
,(3
XT
4N
_ -
.
4N
_
4N
---
-
51 N
---
J.
N.
Wh
eele
ss-
-
do -
Roy
Corn
ett
----
Fra
nk
Wam
ple
r-
Cam
pbel
l --
----
B.
F.
Kit
e -
0.
V.
Vic
ker
y--
- d
o--
--
B.
F.
Kit
e
d
o--
--- -
Cox
& D
a vis
-- -
B.
F.
Kit
e-
L.
F.
Kit
e- -
B.
F.
Kit
e -
Cri
bbs
&
Dav
id s
on.
B.
F.
Kit
e- -
1926
1923
1912
1929
1912
1927
1926
1922
1926
144
175
172
133
170
130
240
1,7
30
1,15
0
130
6 10 10 8
10
3/8
6 10 8 6
144
175
172
170
230
130
11
1.3
11
4.4
114.
5
113.
3
111.
4
103
a/72.
8 76
.1
d
o--
--
d
o--
--
11-
7-29
11-1
9-29
2-
8-28
11-1
3-29
9
-15
-48
C,W
C,W
C,W
T,G
T,
E,
40
C,W
D,
S
D, S N S I N N
I
D, S
50 160
0
160
50 0
Cas
ing:
12
4 ft
of
6-
in.;
20
ft o
f 6-i
n.
per
fora
ted.
Log
.
Cas
ing:
11
5 ft
of
10-
in.;
60
ft o
f 10
-in.
p
erfo
rate
d w
ith
j.-
and
5/8
-in
. hole
s.
Cas
ing:
13
2 ft
of
10-
in.;
40
ft o
f 1
0-i
n.
per
fora
ted.
Dee
pene
d to
190
ft.
Scr
een
set
at
130-
170
ft.
Tem
p 75°F
.
Cas
ing:
13
0 ft
of
10-
in.
; 10
0 ft
of
10-i
n.
per
fora
ted w
ith
3/8
- in
. hole
s.
Tem
p 7
6°F
.
Gas
wel
l.
Gas
tes
t,
aban
done
d an
d fi
lled
.
Cas
ing:
90
ft
of 6
-in.
40 f
t of
6-i
n.
per
fo
rate
d.
Log
.
00
CO
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Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
edC
O o
Wel
l
*H7-
21 22 26 28 29 30
JfcT
TO
-1
Dis
tan
ce,
in m
iles
, fr
om
La
Pry
or:
5!
N .....
5iN
4i
N--
---
41 N
-
5s N
W-
92
NE
Ow
ner
O.
V.
Vic
ker
y-
-
d
o
Geo
rge
C.T
on
dre
Fra
nk W
ample
r-
Geo
rge
Vic
ker
y-
A.
R.
Hib
don
Dri
ller
Cri
bb
s &
Dav
idso
n.
d
o- -
d
o -
E.
L.
Kit
e -
. K
t.
&
£*
. L
i.
Kit
e.
E.
L.
Kit
e --
- -
do--
B.
F.
Kit
e --
--
Dat
e co
m
plet
ed
1934
1946
1948
1946
j.y*t
o
1948
1943
1920
Dep
th
of
wel
l (f
eet)
164
232
191
244
156
199
Dia
m
eter
of
w
ell
inch
es)
12 12 10 10
10 12 12* 6
Dep
th
case
d
(fee
t)
164
232
244
175
199
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
127.
0
146
135.
8
Dat
e of
m
easu
re
men
t
11-1
5-43
4-1
8-4
8
11-1
9-29
Met
hod
of
lift 40 40
T,
G
T,
G,
35
T,
E,
20
C,W
Use
of
w
ater
N I I I I I
D,S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
--
1929
-30
1937
-38
OQ
fl
1947
-48
700
160 P
Rem
arks
Cas
ing:
70
ft
of 1
2-in
.94
ft
of 1
2-in
. p
er
fora
ted.
Log
.
Ass
ists
H7-
23.
Log
.
in.;
67
ft o
f 10
-in.
per
fora
ted
. U
sed
wit
h H
7-22
. L
og.
Log
.
![Page 99: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/99.jpg)
3 4 5 6 7 8 9 10
12 1 K
10 N
E
llf
NE
-
ll^N
E -
-
12i
NE
--
5 N
E -
9N
E
in M
W -
-.
d
o
d
o
I.
T.
Pry
or,
Jr
-
d
o
-
1909
1926
1930
1930
1921
1 Q
9Q
200
1,47
0
850
400
1,30
8
3,50
3
1,1
55
456
1,39
5
1 1
9*
6 6 sft
fifl
81
.0
67.8
12-2
3-2
9
11-2
9-29
C,W
C,W
S S
Mis
sio
n D
rill
ing
Co..
No.
1,
g
as t
est.
Key
ston
e N
o.
1,
gas
w
ell.
Rep
ort
ed l
ow y
ield
, no
wat
er b
elow
80
ft.
Pun
dt N
o.
1 W
est,
ga
s te
st.
Co
nti
nen
tal-
Old
D
omin
ion
Co
.,
I.
T.
W
Pry
or
No.
1,
oi
l ^
test
. ~
Sta
te N
o.
1,
gas
tes
t W
in b
ed o
f N
uec
es
5R
iver
. r>
Tex
as G
as U
tili
ty C
o.
No.
1,
g
as t
est,
no
t co
mp
lete
d.
La
Pry
or
Oil
& G
as
Co
., W
ell
1,
gas
te
st.
Oil
tes
t.
![Page 100: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/100.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
edS
O to
Wel
l *17
1 Q 19 20 21 22 90
jkC
Q 69 70 71 72
Dis
tanc
e,in
mil
es,
from
--
La
Pry
or:
lOf
NE
9l
u1
111
NE
4i N
E
4i
N
4|N
4f N
-
5N -
Ow
ner
A W
W
est-
T.
P.
Lee
d
o
d
o
-- do
-
V.
O.
Vic
kery
--
Dri
ller
d
o
d
o
- d
o- -
d
o
d
o--
Dat
eco
m
plet
ed
i o*n
1946
1947
1948
Dep
thof wel
l(f
eet)
1,10
0
1Q
OA 84 203
193
Dia
m
eter of w
ell
(inc
hes)
6 10 10 12 12
Dep
thca
sed
(fee
t)
202
193
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
78
Dat
e of
mea
sure
m
ent
1-30
-46
1-30
-46
6-27
-47
Met
hod
of lift
C,W
C,W
T,N
g
T,
Ng
T,N
g
T, E
Use of
wat
er I 1 I
Lan
d ir
riga
ted
(acr
es)
for
seas
on- -
1929
-30
1937
-38
1947
-48
0 0 0 0 0
190
Rem
arks
Wes
t, ga
s te
st.
No.
1,
ga
s te
st.
in.;
40
ft o
f 6-
in.
perf
orat
ed w
ith i
-in.
hole
s.
wel
l.
Sam
co t
est,
1,
100
gpm
.D
raw
dow
n,
35 f
t.
![Page 101: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/101.jpg)
73 74 75
*H9-
1 *2 3 4 5 6 7 10 11 12 13 14 15 16
17-1
5i
N
Q
'MTJ
1
7i
N - -
Bat
es v
ille
:
8|
NE
4 N
W -
3iN
W--
12i
NE
Geo
rge
Vic
ker
y-
Was
her
Bro
s-
Kin
caid
Bro
s
d
o
d
o -
----
-- d
o
Wil
liam
A.
Jones
T.
T.
Nel
son
---
--
-
Mun
roe
Fen
ley
1948
1930
1904
1929
1929
1907
156
279ft
3,0
65 58
250
204 45
147
200 57 110 66 50
43
48
140
8 6 6 6 48 6 6 6 8 6 6 6 48 6 10 6 6
136
.......
-
115 49
.5
186.
2
160.
5
42.0
41.7
58.4
50.5
62.3
57.
5
56.8
45.0
44.9
43.4
37
.2
43.0
91
.6
1-23
-47
11-
4-29
11-
5-29
d
o
11-1
2-29
2-1
4-4
6
1-28
-46
2-14
-46
d
o
---d
o
1-16
-46
d
o
d
o -
d
o
d
o
11-
9-29
T,
E
C,W
C,W
C,W
B,
H
C,W
C,W
C,W
C,W
C,W
C,W
Non
e
Non
e
C,H
C,W
C,W
Non
e
C,W
I S s S D
S s s s s s N
N
D,
S
D,S
D,S
N
S
0
Jerg
ins
Oil
Co.
N
o.
1 oi
l te
st.
Sou
ther
n C
rude
Pro
du
ctio
n C
o.
No.
1
gas
tes
t.
In L
eona
fo
rmat
ion
.
CO
G
O
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Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinue
dC
O
Wel
l £4 *3
M2-
1 2 4 *2 5
Dis
tanc
e,in
mil
es,
from
Bat
esvi
lle:
-i O
2
1M JZ
j
La
Pry
or:
21 W
--
£l±
W
~
16 W
Hi
W
Ow
ner
d
o -
Gus
Bla
ck E
stat
e
Dri
ller
Cha
rley
Lin
denb
orn.
d
o -
Dat
eco
m
plet
ed
ly&
O
iy£ ^
Dep
thof
wel
l(f
eet) 11
5
500
130
100
eter of
wel
lin
ches
)
10
Dep
thca
sed
(fee
t)
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
Dat
e of
mea
sure
m
ent
---d
o
d
o- -
---d
o- -
Met
hod
of lift
C,W 1
VV
Use of
wat
er N
S N
Lan
d ir
rig
ated
(ac
res)
1929
-30
1937
-38
1947
-48
Rem
arks
used
as
stoc
k w
ell.
Indi
o fo
rmat
ion.
Indi
o fo
rmat
ion.
Do.
in. ;
20
ft o
f 10
-in.
perf
orat
ed.
Rep
orte
din
193
8 no
irr
igat
ion
sinc
e 19
34.
Tem
p78
°F.
Log
.
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16
i W
14f
W
14
i W
19
i W
19
iW
17f
W
19f
SW
18f
W
ni
w
16j
W
d
o -
-
Geo
rge
Par
k -
--
d
o
d
o -
Gus
Bla
ck E
stat
e
d
o
G.
W.
Wil
liam
s
Gus
Bla
ck E
stat
e
d
o
d
o --
G.
W.
Wil
liam
s
----
-do
Cox
& D
avis
Ch
arle
y
Lin
den
born
.
Mun
roe
Fen
ley
Ch
arle
y
Lin
denb
orn.
Cox
& D
avis
---
Joe
York
----
--
Char
ley
Lin
denb
orn.
Cox
& D
a vis
-- -
Cox
& D
avis
---
d
o -----
1900
1928
1910
1928
1928
1912
1910
1928
1929
1929
40
47 194
150
120
104 80 90 81
70
1O7
5 5 6 8 10 6 6 6 a
----
---
20 20 103 20 20
20
30.5
91.0
51.0
46.3
38.4
44.6
Z.R
z.
1-27
-30
3-30-30
2-12-30
5-19-30
do
2- 6-30
9-19-sn
C,W
C,W
C,W
C,W
C,W
P W
D,S N
N
D,S
S S N D,
S
N D,S S S N
N
S r>
o
Sup
ply
rep
ort
ed w
eak.
Tem
p 7
5°F
.
Fou
nd o
nly
smal
l sal
t
wat
er s
eep.
Aba
n
done
d an
d fi
lled
.
Tem
p 7
6°F
.
Bad
wat
er r
eport
ed.
Aba
ndon
ed.
Cas
ing:
24
ft
of 1
0-
in.
; 80
ft
of 1
0-in
. p
erfo
rate
d.
Tem
p 7
5°F
.
Log
.
O CO
![Page 104: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/104.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Conti
nued
CD
Wel
l 97
Oft
on
31 32 00 34 *36
Dis
tance
, in
mil
es,
from
--
La
Pry
or:
16i
W -
--
15
| W
13i
W
14i
W
1 O
3
\JJ .
12~
W -
--
12i
W
15j
SW
Ow
ner
d
o
G.
W.
Wil
liam
s
d
o
Wil
lie
Cla
rk -
Dri
ller
Cox
& D
a vis
Dat
e co
m
plet
ed
1910
1910
1 Q
Oft
1928
Dep
th
of
wel
l (f
eet)
115
175
263
Dia
m
eter
of
w
ell
Inch
es)
48 5 10 5 8
Dep
th
case
d
(fee
t) Of)
191
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
a/Q
ft
7
97
.8
on
R
Dat
e of
m
easu
re
men
t
9-1
6-4
8
Met
hod
of
lift
C,W
Use
of
w
ater
S
Lan
d ir
rig
ated
(ac
res)
fo
r se
aso
n-
-
1929
-30
1937
-38
0
1947
-48
Rem
arks
for
sev
eral
yea
rspri
or
to 1
937-
38.
Log
.
bec
ause
cre
ek o
ver
fl
ows
into
it.
slig
htl
y s
alty
.
![Page 105: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/105.jpg)
15
i SW
-
14
i SW
--
163
W -
_
16i
W
16
| W
18|
W
12i
SW
1 Q
1
<S
\tT
17i
W
18i
W
18i
W
^g1
Iff
_
18 W
Chi
ttem
Est
ate-
-
Gus
Bla
ck E
stat
e
R.
W.
Nor
ton
--
F.
G.
Tay
lor
d
o-
A.
Wo
zen
craf
t--
- ---
-- -
Elm
o O
wen
s- --
d
o
d
o
d
o
d
o
0.
F.
Web
b
Jam
es S
ell
ars
-
O.
F.
Web
b
d
o
1935
1935
1935
1935
1935
1948
1948
1948
1948
1948
148
120
112
108 92 122 95
79
95
100
112 6 12
12
12
12
10 6 12
12
12
12
12
20
20
20
20
20 122 95
79 77
39.0
10.5
a/14 3
9.8
2-1
1-3
0
---d
o-
5-
-35
2-
6-30
C,W
C,W
C, W
T,
G
T,
G
T,
G
T, G
T,
G
C,W
C,W
C,W
T,
E
20 T,
E
10 T,
E
10
T,
E 10 T,
E 30
D,
S
D S I I
D,
I
I
S,I
S S S I I I I I
0 0 0 0 0
353 0
0 60
Onc
e fl
owed
acc
ord
ing
to
rep
ort
.
td > Ifl
HH o a > >-3
C
ompl
eted
aft
er i
rri-
**
" ga
tion
sea
son
.
Do.
Do.
Do.
CO
![Page 106: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/106.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 2 3 4 5 *10 11
Dis
tanc
e,in
mil
es,
from
--
La
Pry
or:
OO
Q
\ST
Cry
stal
Cit
y:
ni
tr
20f
NW
18
iNW
17 N
W
20 N
W
Ow
ner
.
Chi
ttem
Est
ate
-
Ste
war
t.
W.
M.
Van
Cle
ve
Chi
ttem
Est
ate
-
Dri
ller
... ...
....
Dat
eco
m
plet
ed
1 Q
9fl
1928
1 Q
1 A
......
Dep
thof wel
l(f
eet)
600
99
Q
150
Dia
m
eter
of wel
l(i
nche
s!
6 4 4 5
Dep
thca
sed
(fee
t) 96
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
5/70
. 1
97.1
53
.5
Dat
e of
mea
sure
m
ent
1-17
-30
1-17
-30
1-2
1-3
09
-16
-48
3-1
2-3
0
Met
hod
of lift 16
C,W
C,W
Use of
wat
er
I S Do
S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
--
1929
-3C
1937
-38
1947
-48
50 300
Rem
ark
s
Yie
lds
salt
wat
er.
Rep
ort
ed w
eak.
Yie
lds
salt
wat
er.
min
eral
ized
.
whe
n fi
rst
dri
lled
,la
ter
deep
ened
and
salt
cas
ed o
ff.
co 00
![Page 107: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/107.jpg)
12 13 14 15 16 17 18 19 20 21 22 23
*M9-
1
19 N
W
18i
NW
16*
W -
_
14i
NW
--
15i
NW
14 N
W
14 W
Hi
W
iif
w
llf
W
llf
W
ni
w
n£w
ao
ao
J.
W.
Stu
art
C.
Van
Cle
ve
N.
E.
War
e
L.
D.
Van
Cle
ve
J.
W.
Stu
art
A.
W.
All
ison--
Ben
Pat
ter s
on--
T.
B.
Mea
r
Fre
d E
rskin
e---
Ive
Whi
te
Ch
arle
y
Lin
denb
orn.
W.
E.
Cam
pbel
l
Ch
arle
y
Lin
denb
orn.
L.
D.
Str
ipli
ng
Ch
arle
y
Lin
denb
orn.
d
o -
John
M
cFar
lan
d.
1904
1904
1905
1910
1929
1900
1934
1904
1907
140
300
160
530
180
715
420
522
335
425
432
6 16 4 6
5 3
/16
5 5/8
5 5/8
5 5/8
6 10 6 5
10
5/8
....
...
100
100
440
192 60 219
64.0
66.8
88
.4
37
.2
1/43
. 9
49
.6
83 41.7
3/3
5.8
6
6.9
1/4
9.
2 69.0
39
.2
1/5
8.
2 87.0
d
o -
3-1
1-3
0
3-1
3-3
0
3-1
2-3
0
1-17
-30
10-1
6-48
12
-19-
47
1-21
-30
1-17
-30
9-1
6-4
8
1-17
-30
9-1
6-4
8
1-19
-30
12-1
8-29
9-1
5-4
8
C,W
C,W
C,W
C,W
C,W
C, W
C,W
C,W
T,
G
T,
G
20 C, W 40
S S S S D,S
D, S
D,S
D,S N
N D,S
I
S,I
D,S N I
0
260
0 0
125 55
0 0
200
100
Tem
p 8
1 °F
.
Rep
ort
ed w
ater
lev
el
20 f
t be
low
su
rfac
e in
19
13.
Tem
p 8
0°F
.
Plu
gged
and
aban
do
ned.
Cas
ing:
20
ft
of
10
5/8
-in
. d
riv
e pi
pe;
200
ft o
f 8
-in
. L
og.
CO
![Page 108: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/108.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
ed
Wel
l 5 7 9 11 1 9
*14 15
*16
Dis
tanc
e,
in m
iles
, fr
om
Cry
stal
City
:
isiw
---
14W
-
1 O
3 C
\X7
1 A
1 Q
W
12i
SW -
-
lli
W--
Car
rizo
Spr
ings
:9?
W
Ow
ner
----
-do -
Mye
rs -
-- ---
-
B.
H.
Ers
kin
e--
Dri
ller
M.
McC
orle
y--
L.
D.
Str
ipli
ng
f.en
s
Dat
e co
m
plet
ed
1910
1924
1937
Dep
th
of
wel
l (f
eet) 200
250
110
410
Dia
m
eter
of
w
ell
(inc
hes)
10 8 10
Dep
th
case
d (f
eet)
200
256
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
a/75.2
87.5
Dat
e o£
m
easu
re
men
t
d
o -
12-1
2-29
9-16
-48
Met
hod
of
lift
C,W
C,W
T, G
,30 C,W
Use
of
w
ater
S S I S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
1937
-38
180
1947
-48
52 200
Rem
arks
repo
rted
at
40,
80,
and
460
ft.
Yie
lds
salt
wat
er.
Irri
gate
d la
nd s
up
plie
d in
par
t fr
omw
ell.
See
chem
ical
ana
lyse
s.
o
o o H
O
f O
O
![Page 109: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/109.jpg)
lOi
NW
La
Pry
or:
3|
WW
-
4 N
W--
--
4 N
W
3f N
W
4 N
W -
4i
NW
---
4 N
W
d
o--
----
-
Ben
Pat
ter s
on -
-
W.
C.
Gil
ber
t --
C.
W.
Ate
n --
--
Geo
rge
B.
Pit
ts
Gra
nt
----
----
-
BT
? If i*n
D.
H.
Mon
khou
se.
W.
Ric
hey
----
-
-- d
o
d
o -
E.
L.
Kit
e-
- d
o--
d
o-
d
o ---
-
do- ---
d
o-
B.
F.
Kit
e-
....
..
1943
1910
1910
1910
1910
1912
1910
200
350
150
165
170
175
180
10
10
5/8
10
5/8
10
5/8
10
5/8
10
5/8
7 7/8
350
178
170
161
180
119.
8
119.
9
112.
0
109.
7
12-2
3-29
---d
o
2-
8-28
d
o-
V-,
W
C
W
C
W
C
W
c,w
T,
G
T,
G
C T,
G,
25
C
W
C
W
C
W
T,
G
o I I D D,
S,I
DO
, o
Do
j O
Do
j O
N
45 40
2ii 0
no
cZ
OO
on
oU 0 6
LX
J.
Do.
Do.
Do.
Do.
Tem
p 75
5°F
.
Do.
Cas
ing:
11
8 ft
of
10
5/8
-in
.; 6
0 ft
of
10
5/8
-in.
per
fo
rate
d w
ith
i-in
.ho
les.
R
epo
rted
use
d f
or
irri
gat
ion
un
til
1930
. L
og.
Cas
ing:
11
0 ft
of
10
5/8
-in
.; 6
0 ft
of
10
5/8
-in.
per
fo
rate
d w
ith
5/8
-in.
hole
s.
Tem
p 7
5i°
F.
Cas
ing:
12
1 ft
of
10
5/8
-in
.; 4
0 ft
of
10
5/8
-in.
per
fo
rate
d.
Tem
p 76
°F
.L
og.
to 1
80 f
t.
Tem
p
![Page 110: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/110.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Diw
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
Nl-
9 10
11 12
13 14
15
16
*17 18
sm
Dis
tance
, in
mil
es,
fro
m
La
Pry
or:
4N
31
vr
31
»T
9 w
5iN
W
R
NT
W
Ow
ner
Cox
Pro
duce
---
Bil
l H
ouse
---
--
R.
W.
Nor
ton
--
Mat
hew
s R
anch
-
d
o
d
o
-H
n----- -
Dri
ller
B.
F.
Kit
e--
--
----
-do
Ch
arle
y
Lin
denb
orn.
L.
F.
Kit
e
d
o
Dat
e co
m
ple
ted
1928
1928
1910
1912
1928
1926
1929
1932
Dep
th
of
wel
l (f
eet)
240
225
225
160
225
150
157
157
134
Dia
m
eter
of
w
ell
(inc
hes)
12 8 5/
8
10
5/8
8 6 8 8
Dep
th
case
d
(fee
t)
255
160
134
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
109.
7
66.4
74
.4
126.
1
Dat
e of
m
easu
re
men
t
1-
3-28
3-3
0-3
0
3-2
6-3
0
1-2
7-3
0
Met
hod
of
lift
T,
E,
40 T,
E,
40
C,H
C,W
T,
E
C,W
C,W
C,W
C,W
C,W
C
W
Use
of
w
ater
I I D D,
S
I S S S S D,
S
S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
160
160
665
1937
-38
160
160
200
1947
-48
160 14 145
Rem
ark
s
Tem
p 76
°F
.
Do.
Cas
ing:
95
ft
of
8 5/8
-in.
; 16
0 ft
of
8 5/8
-in.
per
fora
ted
.
Use
d in
con
junc
tion
w
ith
Nl-
33
, N
l-3
4,
and
N2-
36 i
n 19
29-
30.
Tem
p 7
6°F
.
Tem
p 78
°F.
Tem
p 76
°F
. L
og.
Log
.
o bO o
w o r1 o
o K
![Page 111: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/111.jpg)
21 22 23 24 27 *28 29
30 31
3 N
W -
2f N
W
2i
W -
2|
W
3-M
_
2s N
- -
g jj_
_ _ _
9.1
N _
____
A.
R.
Hib
don
Hel
ena
Noa
ck --
-
J.
C.
Wil
liam
s -
d
o
d
o
Oll
ie H
ibdo
n
B.
F.
Kit
e -
C.
C.
Ric
hey
B.
F.
Kite
d
o
L.
F.
Kite
-
W.
H.
Ros
e
S
M
Hih
hrm
o-
19
13
19
15
1 Q
1 *7
1 Q
1 0
1 Q
1 0
1910
1 Q
OC
264
300
350
200
OO
Q
QfiQ
222
1 on
1ftR
8 5/
8
12 10
10 5/
8
264
200
OOQ
i on
115.1
y!20
2
168.
7
103.
5
1- 4-
30
10 0^ 9Q
9-15-48
1- 4-
30
TIT
40
N I
Do I N
DO
N
10
0
on
Cas
ing:
20
4 ft
of
8 5/8
-in.;
80ft
of
8 5/
8-in
. pe
rfor
ated
w
ith 2
-in.
ho
les.
R
epor
ted
no i
rrig
a
tion
for
sev
eral
y
ears
pri
or
to 1
937-
38
. L
og.
Cas
ing:
14
0 ft
of
12s-
in
.; 2
10 f
t of
10-
in.
perf
orat
ed.
Rep
orte
d,
in 1
938,
no
irr
iga
tio
n si
nce
1930
.
Cas
ing:
14
0 ft
of
10-
in.;
60
ft o
f 10
-in.
pe
rfor
ated
with
\ a
nd
1-in
. ho
les.
L
og.
Tem
p 76
°F.
Cas
ing:
23
3 ft
of
10-
in.;
20
ft o
f 8
i-in
. pe
rfor
ated
.
Scr
een
from
160
to
220
ft.
Wat
er s
and
from
175
to
222
ft.
Big
ford
mem
ber
of
Mou
nt S
elm
an f
orm
a
tion.
Cas
ing:
14
0 ft
of
8-
in.;
40
ft o
f 8-
in.
perf
orat
ed.
Log
.
W o GO
![Page 112: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/112.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 34 QC
07
on
OQ 40 Afl
Dis
tance
,in
mil
es,
fro
m--
La
Pry
or:
ii N
--
23
N--
g j,j
_
If N
1|
N
&1
w
2Q
TI/
1
aw/
ji ^
y _
Ow
ner
Co.
Bli
nka
Est
ate.
Dri
ller
Lin
denb
orn.
d
o
Lin
denb
orn.
B.
F.
Kit
e
d
o
d
o
Dat
eco
m
plet
ed
1 0*7
n
1 Q
9fl
1 Q
9Q
1 Q
9fi
1 Q
9R
1 Q
t 0
Dep
thof wel
l(f
eet)
295
347
oon
300
330
332
eter of w
ell
(inc
hes)
19
1
1 9
1
10 10 10
Dep
thca
sed
(fee
t)
300
376
332
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
1/7
4.4
165.
5
19
0
o
Dat
e of
mea
sure
m
ent
i 9R
^n
9-1
6-4
8-
do -
Met
hod
of lift
Ttr
40 Ttp
40 40
Ttr 40 T,G
CT
ir
c,w
Use of
wat
er
I D I N N'
Lan
d ir
rigat
ed (
acre
s)
1929
-30
1 ft
Q
1937
-38
940
600
1947
-48
Qfi
1 H
9 71
142
110
Rem
ark
s
of 1
2i-
in.
; 15
2 ft
10-i
n.
of 1
0-in
.ca
sing.
Tem
p 8
0i°
F.
duce
eno
ugh
wat
erfo
r ir
rig
atio
n.
Aba
ndon
ed.
in. ;
15
ft o
f sa
ndst
rain
er.
o 50
![Page 113: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/113.jpg)
43 44 45
46 47 48
*49 50
ii s
w
1 w
i N
W
In L
a P
ryor.
In L
a P
ryor.
\ N
In L
a P
ryor.
In L
a P
ryo
r.
Hom
er P
. R
aine
y.
Hel
ena
Noac
k--
-
Pau
l Je
ssee--
Epi
fini
o E
nri
gu
ez.
John
karl
--
Bud
Tim
ber
lak
e
R.
K.
Mil
ler
d
o
BT
P T
fi f
a
B.
F.
Kit
e
d
o
d
o
S.
M.
Gib
bons
-
C.
C.
Ric
hey
--
1912
1943
1912
1927
230
193
315
315
376
422
520
303
8C
/O
8e
/o
10
5/8
10
5/8
10
5/8
10
10
9 li 5
TT
?
30
7*
DO
DQ
Do
0
Cas
ing:
19
0 ft
of
8 5
/8-i
n.;
40
ft o
f 6
5/8
-in.
per
fora
ted
. W
ater
san
d f
rom
200
to
230
ft.
B
igfo
rd
mem
ber
(?)o
f M
ount
S
elm
an f
orm
atio
n.
Cas
ing:
13
3 ft
of
8 5
/8-i
n.;
30
ft o
f 6
5/8
-in
. p
erfo
rate
d.
Wat
er s
and f
rom
135
to
193
ft.
B
igfo
rd
mem
ber
(?)
of M
ount
S
elm
an f
orm
atio
n.
Per
fora
ted
cas
ing i
n sa
nd
. D
eepe
ned
in
1943
. L
og.
Cas
ing:
32
1 ft
of
10 5
/8-i
n.;
8i-
in.
per
fora
ted
thr
ough
sa
nd.
Tem
p 7
8°F
.
Cas
ing:
L
engt
h of
10-
in
. un
know
n; 4
25 f
t of
6 5
/8-i
n.;
60
ft o
f 6
5/8
-in
. p
erfo
rate
d.
Tem
p 7
8°F
.
La
Pry
or'
s m
unic
ipal
w
ell.
![Page 114: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/114.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
Nl-
51 52 CO
uO KA
UT
t
55 *56
Dis
tan
ce,
in m
iles
, fr
om
La
Pry
or:
In
La
Pry
or.
i *
1
Qlg
&
"
x I1
Q1
2 S
-- -
9
Qfi
O
- ----
Ow
ner
Wil
son
J.
F.
Kre
uger
J.
A.
Mic
hal
k--
I. T
. P
ryo
r E
stat
e.
d
o
T.
L.
Pit
ts
Dri
ller
B.
F.
Kit
e
d
o
d
o
W.
M.
Mit
chel
l
B.
F.
Kit
e -
Dat
e co
m
ple
ted
1925
1 Q
97
Lo
o t
1910
1909
1925
Dep
th
of
wel
l (f
eet)
570
740
100
800
230
Dia
m
eter
of
w
ell
(inc
hes)
6 10 6 6
Dep
th
case
d
(fee
t)
550
720
230
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
91
9
91
6
Dat
e of
m
easu
re
men
t
12-2
7-29
Met
hod
of
lift
C,G
, 5
T, G
, 32 C
W
c w
Cw > vv
Use
of
w
ater
D,S N Do
t " N Do
, o
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
1937
-38
1947
-48
Rem
ark
s
Cas
ing
per
fora
ted
w
ith
2-i
n.
ho
les
from
510
to
550
ft.
Log
.
Cas
ing
per
fora
ted
w
ith
i-in
. h
ole
sfr
om 6
40 t
o 72
0 ft
.
Cas
ing:
16
5 ft
of
8-
in.
; 40
ft
of 8
-in.
per
fora
ted
. W
ater
san
d f
rom
210
to
245
ft.
Big
ford
mem
-ber
(?)o
f M
ount
Sel
-m
an f
orm
atio
n.
Log
.
Obt
ains
wat
er f
rom
Leo
na f
orm
atio
n.
Cas
ing:
72
6 ft
of
8-in
. O
pen
hole
thro
ugh
san
d.
Log
.
Cas
ing:
19
0 ft
of
6-in
. ;
40 f
t of
6- i
n.p
erfo
rate
d w
ith
i-in
.h
ole
s.
Wat
er f
rom
200
to 2
30 f
t.
Big
-fo
rd m
emb
er(?
) of
Mou
nt S
elm
an f
orm
ati
on.
Tem
p 78
°F
.L
og.
![Page 115: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/115.jpg)
*57
*58 60 61 *62 63 64 65 67
*68
2iS
10 S
W
4S
W
6 SW
-
8SW
7
Q
4i
W -
3j
NW
T.
J.
Dub
e
R.
W.
Nor
ton
--
Mat
hew
s R
anch
-
R.
W.
Nor
ton
--
G.
Har
din --
----
Mrs
. E
mm
a M
angu
m.
Shaw
---
----
---
W.
Ric
hey
d
o
Mun
roe
Fen
ley
B.
F.
Kit
e -
B.
F.
Kit
e -
L.
F.
Kit
e -
Cri
bbs
&
Dav
ids o
n.
B.
F.
Kit
e -
1919
....
..
1930
....
..
1924
1935
1936
97 202
630
490
655
600
300
200
12 12
97
202
Afl
O
200
86
.3
61.3
to
n
131.
7
12-2
7-29
2-
6-30
10-2
3-29
5-
4-39
c,w
c,w
c,
w
c,w
c,
w
c,w
c,w
c,
w
c,w
T,G
, 40 T,G
, 40
D,S
D,S
S N
S S S S S S D,S
, I I
95
185
40
Cas
ing:
82
ft
of 5
- in.
; 15
ft
of 5
-in.
per
fo
rate
d.
Wat
er f
rom
L
eona
fo
rmat
ion
at
86-9
7 ft
. T
emp
76°
F.
Log
.
Wat
er r
epo
rted
sal
ty.
Tem
p 80
° F
. L
og.
Do.
Cas
ing:
44
2 ft
of
6-
in.
; 40
ft
of 6
- in.
p
erfo
rate
d w
ith
i-in
. |j?
hole
s.
^ hH 0 aC
asin
g:
560
ft o
f 8-
;>
in
. ;
40 f
t of
8-i
n.
(-3
per
fora
ted
wit
h i-
in.
' >
hole
s.
Log
.
Cas
ing:
20
0 ft
of
12-
in.
; 10
0 ft
of
12- i
n.
per
fora
ted
. T
emp
80°
F.
, D
ec.
23,
1947
.
Cas
ing:
16
0 ft
of
12-
in.
; 40
ft
of 1
2- in
. p
erfo
rate
d.
![Page 116: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/116.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 71 72 73 74 *75
net
77 70 79 QA
fll
Dis
tance
, in
mil
es,
fro
m
La
Pry
or:
3-v
nir
9
AT
4
W -
---
gl
^y _
_
23
W
23 W
-
Oi
VT
II7
9
WW
--
pi
xr_ _
_
Ow
ner
Sr.
0.
L.
Gre
lle
d
o
Sr.
Dri
ller
L.
F.
Kit
e
E.
L.
Kit
e
Jp
0
T-*
TT
Kit
e.
d
o
d
o
O.
F.
Web
b
Dat
e co
m
plet
ed
1 Q
4R
1944
1 Q
44
1945
1946
Dep
th
of
wel
l (f
eet)
240
410
483
49
7
OQ
Q
09
0
246
Dia
m
eter
of
w
ell
(inc
hes)
10 10 10 10 10 10 10 10
Dep
th
case
d
(fee
t)
41
Q
450
040
qoo
94n
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
110
191
1
105
Dat
e of
m
easu
re
men
t
1 Q
T9
19
97
4ft
Met
hod
of
lift T 40 c w
T/1
T/1
TT?
35 T/i
78
Use
of
w
ater
I DO
I I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
1937
-38
0
1947
-48
0
1 Q
400
400
400
115 40
Rem
arks
in.;
40
ft o
f 10
-in.
per
fora
ted
. U
sed
inco
njun
ctio
n w
ith
Nl-
25
.
irri
gat
ion
sin
ce 1
936.
O
00 o H
O f
o
o
![Page 117: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/117.jpg)
84 or? 89 90 93
N2-
1
9 *
Q
Uf
1 N
W -
1 N..
....
3 7i
W -
3|N
4N
W -
3 N
Sr.
d
o
R.
K.
Mil
ler
W.
C.
Hun
ter
Bil
l H
ouse
-- -
G.
W.
Bea
rd
d
o
E.
L.
Kit
e
d
o
d
o
d
o
d
o
d
o
d
o
Char
ley
Lin
denb
orn.
Old
1941
1948
1947
1947
1948
1945
1928
Ann
201
000
404
OQ
Q
449
230
275
10 10 10 6 10 12
400
300
400
230
OC
Q
275
4-
-48
40 50
Tip
40 Tut
40 Tip
Tip
20 T,
E,
40 Cw
T,G
,35 T,G
,55
I I I I I I I94
0
1 nn on 1 nn 10 80 235
170
155
wel
l.
Rai
lroad
and
st
ock
pen
wel
l.
W
Irri
gat
ion a
nd p
ubli
c j>
supp
ly f
or
La
Pry
or.
Gf
iO
ld w
ell
clea
ned
o
out,
deep
ened
.0 5 >
12- i
n.
casi
ng
to
top
ofsa
nd
, 10
-in.
p
er
fora
ted
cas
ing
thro
ugh
san
d.
Tem
p7
7i°
F.
o CO
![Page 118: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/118.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
ed
Wel
l
M9
-9 *4 5 7 8 10 *11 12
Dis
tanc
e,in
mil
es,
from
--
La
Pry
or:
31
Ml?
3{ N
E
21
M
9
1ST
\\ N
E
2l
NE
li N
E
Ow
ner
Sta
nfie
ld -
W.
R.
Hol
mes
,Jr
.
Sr.
W.
M.
Cla
rk
New
ton
Dav
is -
Dri
ller
Lin
denb
orn.
d
o -
B.
F.
Kite
-
Cha
rley
Lin
denb
orn.
Lin
denb
orn.
B.
F.
Kite
-
Dat
eco
m
plet
ed
1 Q
9R
1 Q
9R
1928
1 cnn
1910
1928
1 Q
1 9
1 Q
OQ
1916
Dep
thof wel
l(f
eet)
OQ
C
338
101
Q
3 43
4 50
376
40
c
449
eter of w
ell
(inc
hes]
12 12 6
Dep
thca
sed
(fee
t) 50
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
140.
2
136.
6
Dat
e of
mea
sure
m
ent
12-2
7-29
12-2
7-29
Met
hod
of lift 40 T,
E,40 T,
E,40 T
u»
40 CT
T
c,w
Use of
wat
er
Do I Do I
Do
D,S
Lan
d ir
rigat
ed (
acre
s)io
r se
ason
1929
-30
1937
-38
1,34
0
1947
-48
113
125
Rem
arks
sand
, 10
-in.
per
fo
rate
d c
asin
gth
roug
h sa
nd.
Tem
p7
6i°
F.
Tem
p 77
°F
.
pull
ed a
nd w
ell
fill
ed.
Do.
Tem
p 78
°F.
ft.
Big
ford
mem
- b
er(?
) of
Mou
ntS
elm
an f
orm
atio
n.
![Page 119: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/119.jpg)
13 *19 20
3c«
U S
E -
li S
E -
If S
E -
2i
SE
3 N
E -
2i
N
1 fW
^ IT
I SE
I SE
Hop
e &
Per
kin
s
And
y A
ble ---
-
J.
B.
Tre
yb
ig--
Est
ate.
Mar
grav
es &
B
ingh
am.
F.
W.
Gra
y -
Cla
ren
ce H
.L
emon
s
Kir
by A
ttw
ood--
S.
M.
Gib
bons
-
B.
F.
Kit
e
d
o
L.
F.
Kit
e
d
o
O.
F.
Web
b
J.
E.
Kit
e -
1909
1910
1921
1930
1930
1946
1943
34 298
139
315 28
2,6
80
325
327
180
617
617
10 10 10 10
1 9Q
617
617
84.7
110
100.
1
19 9ft 9Q
1-24
-46
Cw 1\
Cw
Cw
40 40 T,Ng
Tc*
40
DO
on 70 QQ
oon
Dug
, y
ield
s w
ater
fr
om
Leo
na f
orm
atio
n
at 2
7-34
ft.
San
d fr
om
87
to 1
39ft
. Y
ield
30
gpm
. B
ig-
ford
mem
ber
(?)
of
Mou
nt S
elm
an f
orm
a
tion
.
Wat
er i
n gra
vel
and
sa
nd a
t 11
-28
ft.
Cas
ing
per
fora
ted
wit
h 2
-in
. ho
les
fro
m
8 to
28
ft.
Rep
ort
ed
test
yie
ld o
f 40
0 gp
m.
Gas
tes
t no
w u
sed a
s st
ock
wel
l.
Log
.
![Page 120: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/120.jpg)
112 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
0)
u
rigated ( season-
PH O o H- c a
"3
tc
I
1u
Remarks
CO 9"
C-
cn
00 CO
c- co en
0 CO
enCMenrH
tc
£ 0 *
O
l-s l° 3
Date of measure ment
0)
5-g 8?
|I1O o
3*31
HI£ h £tt § <" Qr: i i
Driller
tc
s" Ȥ3 !2 -g a00 K O
3 .s i
I
feO
§1tc V0 U
a° » si i (^ O* « 2 U w rt ,-gjj a c
0 0 COrH
&3 W tH H - fc rH rT *-l -
r^ t"1 r
GO^* i
Ol
tnCO CJ
<D rr « o c co co in t- tCD C*
O o eg eg c
CD ^ CSI O Cco co tn c- D
GS Oi GS GS a
H -£ !CJ '
pQ -*J tJ i L^ i
^ w !
S e« tT»" S S>
H 3 If £J 5)3 t
pj to to to to EIrt *_| ^H CO -^ IT
in CD c- co aCM CM CM CM CV
1 *CM
3 O O o'
0 00 O O COen CM -<
J- rf- Jjo -Jo * Oo «o
CO
1rH
^
CM
3 O <-l O CM O inc- c- c- co co c-
J CM CM CM O O O
3 o <-< o eg o in
3 CO 00 CO 1 CO ^
a en en en i en eni
i i
2 | a «,4 0- 4 E-i K-: H
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u a usd ffl 4
to ra El U U z-i* -i« m ^ ^ -i*ITS ITS ITS «|* co|« Cg
o *-« eg co "* m
1
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36
"37
38 39
40 41
42 43 44
45 1 2 3 "4
2|
NE
31 v
rc1
3|
NE
2i
NE
21
Ml?
21
vrc
1
10 E
---
--
10 E
5 E
Bat
esvil
le:
li N
W
H N
li N
W.
F.
Koe
hler
-
C.
F.
Man
g -
B.
H.
Atk
inso
n-
W.
S.
Dic
ker
son
O.
L.
John
son
Boy
sen - -
C.
W.
Cli
ff,
Jr-
Spr
ing
Bro
s
D.
M.
Pry
or
Ike
T.
Pry
or
J.
B.
Ree
ves
-
E.
W.
Kin
g
d
o
O.
F.
Web
b
E.
L.
Kit
e
d
o
d
o
O.
F.
Web
b
Sun
Oil
Co -
Hum
ble
Oil
&
Ref
inin
g C
o.
Pat
e
1947
1946
1946
1946
1946
1946
1949
1949
1948
1944
1929
1929
1928
367
470
226
378
408
472
876
2,8
68
5,86
2 56 132 45
45
10
10 8 10
10
10 12 12 6
5 5
/8
360
470
220
378
395
472
750 54
90 43.4
15
30
43
.2
6-
-46
11-3
0-29
2-
5-30
d
o -
2-
9-3
0
TIT
40 T,
E,
15
T,G
, 50 T,G
T,
G
T,G
T T,
E,
75
T,G
, 6
C,W
C,W
D,I I I I I I I I S D,S
N
D,S
5 5
0 0
153
100
150
153
156
Car
rizo
san
d w
ell.
N
ot c
om
ple
ted
whe
n vis
ited
.
Oil
tes
t.
Do.
Leo
na f
orm
atio
n w
ell.
L
ocat
ed o
n ri
ver
te
rrace.
Wat
er s
and f
rom
110
to
120
ft.
L
og.
Cav
ed i
n by
flo
od-
wat
ers
and
aban
done
d.
Leo
na f
orm
atio
n
from
45
to 5
4 ft
. C
asin
g p
erfo
rate
d
fro
m 4
5 to
54
ft.
Tem
p 72
°F
.
td
> CO i i
O O > 1-3 GO
![Page 122: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/122.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
wit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinue
d
Wel
l
"N3-
5 *8 10
11 13 15 1 R 17
Dis
tanc
e,
in m
iles
, fr
om
Bat
es v
ille
:3
GT
?
31
Or?
2 N
li N
l! N
-
li N
W
Ow
ner
L.
E.
Kin
g
P.
C.
Rid
dle
E.
P.
Kin
g
d
o
Mob
ley
----
--
Dri
ller
Cra
wfo
rd.
d
o
....
....
....
..
....
....
....
..
..............
Dat
e co
m
plet
ed
1937
......
......
......
Dep
th
of
wel
l (f
eet) 60 45
44 46 60
Dia
m
eter
of
w
ell
(inc
hes)
19l
10 8 6 8
Dep
th
case
d (f
eet)
r
....
...
....
...
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
40.0
37.4
00
-I
oo
o
42.1
Dat
e of
m
easu
re
men
t
1-18
-48
d
o
d
o
d
o
d
o
d
o
d
o
Met
hod
of
lift 25 25 42 C,W
Non
e
CM
c,w
Use
of
w
ater
I D
TV
Q
D,S
DO
N DO
N DO
D,S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
1937
-38
1947
-48
0 15
Rem
arks
Bot
tom
20
ft o
f ca
sing
is p
erfo
rate
d.
Dra
ws
from
Big
ford
mem
ber
of M
ount
Sel
man
for
mat
ion.
Bot
tom
20
ft o
f ca
sing
is
per
fora
ted.
Do.
Do.
Do.
Do.
Do.
![Page 123: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/123.jpg)
19
20 21
22 23
24
25
26
27
28
29
30
31
32
33
34
35 36 17
i N
W -
i N
W -
In B
ates
- v
ille
.
isw
-
if S
W
li S
W
1 SW
-
3 <5
isw
1
QC
1
1 SE
1 Q
C1
1 Q
C1
1 SE
- -
li S
E -
li S
E -
li S
F.
J.
N.
Say
ers,
Jr
W.
T.
Tu
rner
--
H.
T.
Ch
rist
mas
Jose
Vas
qu
ez--
-
Dav
e V
alen
tine
-
M.
Ort
iz
Bob
She
ffie
ld
Eus
ebio
R
od
rig
uez
.
Ste
ven
Torr
es
_ _ _
_ _
___ _
_
....
....
....
..
--
....
....
....
..
- -
....
....
....
..
_._
.__
....
..
....
..
----
--
....
..
......
....
..
60 54 59
48 52
49
46
44
55
51
46
53
54
84
51
61 55 R4
10 10 48 48 48 6 48 48 A
O
4fl
4S
S
4K
9
44.7
45
2
44.0
K^
4
53
9
53
3
3 on
Aft
1-16
-46
1-24
-46
d
o -
1-2
3-4
6
1-24
-46
1 23
46
1-24
-46
d
o
d
o
d
o -
H
rv. .
CW
CW
Do I Do
Do
Do
Do
D,S
Do
Do
D Do
D n
. ..
Ope
n ho
le.
Do.
Do.
Do.
Do.
> O
Do.
« l"73
>
Do.
vis
ited
Mar
. 7,
19
49.
Tin
![Page 124: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/124.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Za
vala
Co
un
ties
and
east
ern M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N3-
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
Dis
tan
ce,
in m
iles
, fr
om
Bat
esvil
le:
2 SE
0
GT
T
21
GC
*
21
GTi
*
2|
SE -
2J-
QT
Tl
31
GT
?
23
GT
T
23 G
f
31
G
ol.
G
oi.
o
31
G -
3i
SE
-
Ow
ner
R.
E.
Bru
beck
-
d
o
R.
E.
Bru
beck
-
Lew
is C
aldw
ell-
R.
Wil
loug
hby
d
o
d
o
E.
W.
Cas
sin -
-
d
o
R.
W.
Wil
loug
hby.
Dri
ller
"
-
Dat
e co
m
plet
ed
....
..
....
..
Dep
th
of
wel
l (f
eet) 60 60
60 60
58
60
60 40 '
62 60
Dia
m
eter
of
w
ell
(inc
hes
6 6 6 12 6 6 6 12
Dep
th
case
d
(fee
t)
-
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
50.9
50.4
44.0
48.0
41.5
44.0
43.7
33.0
39.1
40.
1
Dat
e of
m
easu
re
men
t
1-17
-46
d
o
1-1
7-4
6
d
o -
1-1
7-4
6
1-23
-46
d
o
1-17
-46
1-23
-46
d
o -
1-17
-46
Met
hod
of
lift
Non
e
T,G
T,G
T,G
C,W
T,G
T,G
Non
e
Non
e
C,
H
T
C,W
C,W
T,
E
T,
E
Non
e
Use
of
w
ater
N
I I I D,S
I I S N
D
I S D,S
I I N
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
1937
-38
1947
-48
230
Rem
ark
s
Aba
ndon
ed.
Leo
na f
orm
atio
n.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
O fct
O f
o
o 0 o PJ
![Page 125: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/125.jpg)
54 55 56 57 58 59 60 61 62 63 64 65 66 67 68
31
C!T?
31 QT?
A ac*
5iSE --
7OT^
91
air
6| SE
61
CI?
do
Otte
nhou
se
Ranc
h.
C. N.
Ca
rmic
hael
.
E. Ba
rkle
y
. do
do
do
do
- -
John
Sellars
----
-do -----
do
John
Sellars---
1946
1946
1948
1948
1948
1947
1948
60
61
56 47
26
237 33 52
71 68
61
68 77
6 16 8 6 6 8 8 8 12 12
12
12
12
....
...
....
...
71
68
61
68 77
37.2
38.9
38.9
30.3
26.5
19.8
23.5
21.2
44.8
1-23
-46
do
do
1-30
-46
do
do
do
1-30
-46
do
T,
E
T,
E
C,G
T,
E
T,
E
C,W
C,W
C, W
C,W
C,W
C,W
T,
E,
20 T,
E,
15
T,
E,
30 T,
E,
15
T,
E,
40
I I S I I S
D,
S
S S
D,
S
S I I I I I
500
200
100
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Rep
ort
ed s
alty
. B
ig-
ford
mem
ber
(?)
of
Mou
nt S
elm
an f
orm
a-
W
tion
. >
>
t L
eona
fo
rmat
ion
. ^ O
>
R
epo
rted
bad
wat
er.
H3
>
Leo
na f
orm
atio
n.
Do.
Do.
Do.
Do.
![Page 126: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/126.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
nrit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N3-
70 71 72 73 74 no 77 7Q 7Q Of\
01 GO 00
Dis
tance
,in
mil
es,
fro
m
Bat
es v
ille
: 5
l Q
P
51 GT
T
41
QT
33 o-p
31
Qt*
3l
OT
33 o c
«
d
GC
1
4i
SE -
31
QC
1
33 Q
33 Q
33 o
Ow
ner
W
Pri
ce _
_
R.
W.
Wil
loug
hby.
Wil
loug
hby.
d
o ---
--
RT
T7
Wil
loug
hby.
d
o
Dri
ller
d
o
d
o
d
o
d
o-
d
o-
Dat
eco
m
plet
ed
1948
1947
1 Q
AQ
1948
1948
1948
1948
1 Q
dQ
1 Q
dQ
Dep
thof wel
l(f
eet) fin
70 67 60 60 fin
67
Dia
m
eter of w
ell
(inc
hes)
19 12 14 10
10 12 19
19 14
Dep
thca
sed
(fee
t)
orj
Rn
fin
fin
fin
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
Dat
e of
mea
sure
m
ent
Met
hod
of lift
T-p
20 Tt?
To
TT7
»
15 T-p
T-p
15 30 T-p
30
Use of
wat
er
I I I I I I I I I I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
--
1929
-30
1937
-38
1947
-48
1 fi
n
104 50 0 15
ocn
Rem
ark
s
Do.
Do.
00
![Page 127: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/127.jpg)
q3
Q
31
Q
21
Q
ljl
2Q
C1
9
QI?
13
QTT
O !
Q
*2
2>
-
21
a
lis
1 '
Q
11
Q
I1
S4
d
o -
d
o
d
o
P.
Hin
e
1947
1 Q
47
60 60
12 1 9
1 9 12 12 12 12 12 12
en
Q9
fi 60
Tc1
25 TIT
25 TIT
TV
10 25 25 20
TV
Tl?
10 20 TIT
10
I I I I
Do I N
250
400
1 on 40 40
Do.
Do.
Do.
Use
d fo
r ir
rigat
ion i
n 19
47-4
8.
Do
mes
tic
only
in
1949
. L
eona
fo
rmat
ion
.
Leo
na f
orm
atio
n.
Do.
Do.
Do.
Do.
Do.
Do.
Do.
Aba
ndon
ed 1
S49.
L
eona
form
atio
n.
![Page 128: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/128.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
nrit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 101
102
103
105
107
1 no
109
Dis
tance
, in
mil
es,
fro
m--
Bat
esvil
le:
i i Q
TIT
_ _.
1
QW
-
i SW
j3
QT
J1
5O
J7
Ow
ner
d
o
d
o
d
o-
d
o
Joe
Hunte
r- --
Dri
ller
d
o -
P.
Hin
e
P.
Hin
e
W.
Sey
ler
P.
Hin
e
Dat
e co
m
ple
ted
1948
1 Q
^7
1947
1947
1947
1948
1947
1946
1948
1948
Dep
th
of
wel
l (f
eet)
900 57 55 55 57 56 en
Dia
m
eter
of
w
ell
(inc
hes)
12 19 12 10 15 12
Dep
th
case
d
(fee
t) 55 55 57 60 67 56 ftn 71
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
Dat
e of
m
easu
re
men
t
11-
-47
Met
hod
of
lift
TTT
TTT
10 75 75 T,N
g,
25 15 TTP
30 TT
?
25 T,N
g,
25 30 TTJ
1
40
Use
of
w
ater
I I I I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on-
-
1929
-30
1937
-38
1947
-48
200 60
Rem
ark
s
700. Do.
Do.
Do.
Do.
Do.
Do.
Do.
to o o H
O f
o
o O
![Page 129: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/129.jpg)
Ill
119
110
114
117
1 1
Q
1 O
Q
124
53
QC
1
63
0(7
"
31
QC
1
33
SE
21
GC
1
40
60T
T"
23
QC
1
A
QJ7
__do -
d
o --
---
-
H.
R.
Woo
d
d
o
d
o
d
o
d
o
1948
1948
1948
1948
1948
1949
1948
1949
1948
1 Q
AQ
1 Q
d.Q
72 72 (JO
925
1,00
5 72 74
12 12 12 12
72 70 CO
1,00
5
900
oon
72 74
114
1 -4
9
12-
-48
15 20 TT7
"
TT7
"
20 TT7
"
20 TC
1
75 140
145 15
I I
190
1
Do
td
vis
ited
. t
i0 > ^
visi
ted.
L
eona
for
m
atio
n.
visi
ted.
Do.
![Page 130: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/130.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zava
la C
ount
ies
and
east
ern
Mav
eric
k C
ount
y, T
ex.
Con
tinu
ed
Wel
l 4 g
Dis
tance
, in
mil
es,
fro
m
Cry
stal
Cit
y:
10i
NW
10 N
10 N
W
Ow
ner
R.
A.
Nas
h -
Dav
ids o
n.
Dri
ller
----
-do -
Dat
e co
m
plet
ed
1927
1911
1 Q
ft7
Dep
th
of
wel
l (f
eet)
150
803
923
Dia
m
eter
of
w
ell
(inc
hes)
12i
8i
ol
Dep
th
case
d
(fee
t)
803
1 on
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
152
CO
A
Dat
e of
m
easu
re
men
t
1-16
-28
Met
hod
of
lift
C
W
T,G
,40 C
W T
Use
of
w
ater
DQ
D,S
,I D
Q
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
0
1937
-38
10
1947
-48
80
Rem
ark
s
flow
ing
un
til
1920
.
Cas
ing:
20
3s f
t of
12|-
in.
; 30
5 ft
of
8;-
in.
; 3
08
i ft
of
6 5
/8-
in.
per
fora
ted
. B
oth
red
uct
ion
s m
ade
wit
hsw
edge
nip
ple
s.
Log
.
1924
.
180
to 2
32 f
t.
Big
-fo
rd m
emb
er(?
) of
Mou
nt S
elm
an f
orm
ati
on.
irri
gat
ion f
or
sev
eral
yea
rs.
1924
.
to
to Z
O O
S3
O.
C|
*
O
![Page 131: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/131.jpg)
18
Ik W
-
e^N
w
61
\I7
7 N
W
6 N
W
S.
B.
Car
rE
stat
e.
d
o
Kel
ler
Far
m
E.
0.
Wat
rus
L.
M.
Dav
enpo
rt
Cri
bbs
&
Dav
idso
n.
d
o ---
----
E.
L.
John
son-
Cri
bb
s &
D
avid
son.
Hol
land
&
Daw
son.
E.
L.
John
son-
1911
1911
1912
1912
1928
1911
1911
746
741
500
no
o(D
O
704
700
682
700
700
6 8 10 10 6 5/8
10 6 5
510
741
____
___
nff
o(D
O
565
704
682
600
47
.7
64 71.4
12-2
7-29
U1
R
3Q
-
ID
OS
?
12-2
3-29
C
W
C, W
T, G
, 25 T, G
, 25 T, G
, 25
C,
H
T,G
D,S N D
C-
Oj
I I DC
. o.
I N
D,S
S,I N
60 190
105
QO
oo 77 50 57 50
60
1 ^7
10
t
150 0 0 10 0
200
515 0
Do.
Rep
ort
ed f
low
ing
un
til
1924
. 48
3 ft
of
6-i
n.
casi
ng a
nd 2
85 f
t of
4- in
. per
fora
ted
casi
ng
.
Rep
ort
ed s
tati
c he
ad20
ft
abov
e gr
ound
whe
n dri
lled
.
Cas
ing:
54
6 ft
of
10-
in.
; 23
0 ft
of
8-i
n.
per
fora
ted
. L
og.
Cas
ing:
30
9 ft
of
10-
in.
; 25
6 ft
of
8-i
n.
Tem
p 86
°F
.W
Tem
p 87
°F
. ^ 00 0
Rep
ort
ed c
asin
g
^co
rro
ded
thr
ough
and
j>
wat
er b
ecam
e to
o t-3
high
ly m
iner
aliz
ed
i>fo
r ir
rigat
ion i
n 19
30.
Cas
ing:
26
4 ft
of
10-
in.
; 53
6 ft
of
8-i
n.
;14
4 ft
of
6 5/8
- in
.li
ner
. R
epo
rted
in
1938
, no
irr
igat
ion
sin
ce 1
935.
T
emp
86 °
F.
Cas
ing:
36
0 ft
of
6-i
n.
;10
0 ft
of
5-i
n.
Tem
p87
°F
.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
to CO
![Page 132: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/132.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
edto
Wel
l
N4-
20 99
9fi
Dis
tanc
e,
in m
iles
, fr
om
--
Cry
stal
City
:
5i N
W
5i
NW
Ow
ner
d
o
Rut
ledg
e.
d
o
n re
w
i er
Dri
ller
Dav
ids o
n.
Hol
land
.
Dav
idso
n.
d
o -
Dat
e co
m
plet
ed
1910
1927
1 Q
9G
1 Q
9Q
Dep
th
. of
wel
l (f
eet)
707
O1
O
960
Dia
m
eter
of
w
ell
(inc
hes)
4 10 1 9 1
Dep
th
case
d (f
eet)
090
019
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
trQ
c
70.0
Dat
e of
m
easu
re
men
t
19
9
^
9Q
19
9^
9Q
Met
hod
of
lift 60 60 T,N
g
T,N
g,
30
Use
of
w
ater
DC*
ST
DC*
I DO
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
50 105 70
1937
-38
0 0 40 20
1947
-48
250 50 70 0 0
Rem
arks
in. ;
300
ft
of 8
-in.
;14
7 ft
of
6 5/
8- in
.pe
rfor
ated
. R
epor
ted
no i
rrig
atio
n 19
34-3
8.
in.;
180
ft
of 3
-in.
280
ft o
f 6
5/8-
in. ;
290
ft o
f 5-
in.
per
fo
rate
d.
in.;
383
ft
of 8
-in
.;
185
ft o
f 6
5/8-
in.
perf
orat
ed.
Use
d in
conj
unct
ion
with
N4-
24.
in.;
506
ft
of 8
-in
.;6
5/8-
in.
perf
orat
edop
posi
te s
and.
A
ppa
rent
ly n
ot u
sed
in19
47-4
8.
![Page 133: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/133.jpg)
27 28 2S 30 32 33 *34 35
5 N
____
__
W -
Guy
Web
b --
----
F.
W.
Pu
llia
m -
R.
C.
Donnel
l--
F.
W.
Pu
llia
m -
John
Fla
nag
an--
Bru
ce
Hol
senb
ack.
Ferr
is &
Len
tz -
W.
Y.
Gie
sler
--
Ben
Cow
den
----
Cri
bbs
&D
avid
son.
d
o ---
-
I.
L.
Din
gman
-
Har
ry B
ower
s -
Cri
bb
s &
D
avid
son.
d
o ---
----
Flo
yd T
rim
m--
1929
1928
1927
1926
1910
1 Q
OQ
la&
Q
1 Q
97
iy^ i
1927
1914
950
950
976
967
582
680
QO
Qyoy
1,03
5
985
10 12 12i
19!
1^2
6 7/8
10 10 12.
1 fl
lo
950
950
976
967
582
680
QO
QaO
a
1,03
5
985
122 86
.9
39 126
10-
3-29
12-2
3-29
6-
-29
10-
3-29
T,N
g,
36 T,N
g,
70 T,
G,
25 Tp»
> E
*)
50 T,
G,
15
T,
G,
36
T, G
,55 T,G
,60 T,
G,
75
D,
S,I I D,S
,I D
Q,
O,
I I DQ
* &
,
I DC
t O
)
I D,S
,I D
C , o,
I
160
240 90 165 40 150 60 115
oon
G-j
U
54 0 90 099
O££ 0
150
o o oo 350 0
100
100 7
230 30 OQ
OO
150
320
Cas
ing:
33
1 ft
of
10-
in.;
411
ft
of 8
- in
.;22
5 ft
of
6- in
. per
fo
rate
d.
Cas
ing:
27
4 ft
of
12-
in.
; 10
- in.
to
634
ft;
328
ft o
f 8
i-in
. per
fo
rate
d.
Cas
ing:
22
0 ft
of
12i-
in.;
417
ft
of 8
i-in
. ;
369
ft o
f 6
5/8
- in.
blan
k an
d p
erfo
rate
d.
Cas
ing:
25
0 ft
of
12|-
in.
; 8?
in.
to
san
d;6
5/8
- in.
opposi
tesa
nd
. T
emp
85 °
F.
tdR
epo
rted
no
irri
gat
ion
>*
*fr
om
193
2-38
. ff
iO
Cas
ing:
21
4 ft
of
10-
M
in.;
240
ft
of 8
- in.
; S
226
ft o
f 6
5/8
- in
. |-g
per
fora
ted.
>
Cas
ing:
10
-in.
, 8-
in.
and
6 5
/8-i
n.
per
fo
rate
d.
Tem
p 88
° F
.
Cas
ing:
24
0 ft
of
12£-
in.
; 5
10
ft o
f 1
0-i
n.;
280
ft o
f 8-
in.
per
fo
rate
d.
Tem
p 90
° F
.
Cas
ing:
75
ft
of 1
8-in
. ;
900ft
of
8- in
. ;
85 f
t of
6 5
/8-i
n.
per
fo
rate
d.
Tem
p 88
°F
.
to Cn
![Page 134: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/134.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N4-
36 07
O I
on oy
40 41 42 43 44
Dis
tance
,in
mil
es,
from
Cry
stal
Cit
y:3j
N
gi
N- -
-
10
| W
IQi
W
10
i W
8 w
8 w
7j
W
,4
, W
Ow
ner
John
W.
Lair
d
Co
ates
- -
F.
M.
Dun
kle
--
L.
D.
Van
Cle
ve
Eug
ene
Gre
en -
-
R.
A.
Guen
ther
-
d
o
d
o ---
---
M.
Bal
sam
o
Est
ate.
Dri
ller
Tom
Lea
ry--
--
Daw
son
& B
alch
Geo
rge
Leo
nar
d
A.
Coe
--
A.
Coe
& G
eorg
e L
eon
ard
.
Cri
bb
s &
D
avid
son.
Dat
eco
m
ple
ted
1912
1905
1914
1910
1 ono
.it
fUo
1 Q
OIJ
ItfZ
o
Dep
thof wel
l(f
eet)
966
1,40
0
450
562
400
RC
\RbU
b
01 n
oil
)
Dia
m
eter of w
ell
(inc
hes)
6 6 6? 10 65 81
1 9
J.A
Dep
thca
sed
(fee
t)
800
562
500
01 n
OJ.
U
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
98.7
17.
5
no . o 9
.5
Dat
e of
mea
sure
m
ent
12-1
6-29
61
o
on
- JL
o-o
U
1 ft
°.
ft
90.
Ju u~
o u~
A y
10-3
0-29
Met
hod
of lift
T,
G,
20 T,
G
T,
G,
25 C,W
T,
G,
15 T,G
, 25 T, G
T,
G,
42
Use of
wat
er
D,S
,I i D
o) ^
D,S
,I Dj
Sj i i N
DO
f O
,
I
Lan
d ir
rigat
ed (
acre
s)fo
r se
ason
1929
-30
60 45 14 13 on
OU
720
1937
-38
30 40 rtc
(O
0 42 146
rjn to 0
1947
-48
60 0 60 0 35 450 0
Rem
ark
s
Tem
p 87
°F
. L
og.
Not
use
d i
n 19
47-4
8.
Rep
ort
ed f
low
ing
insu
mm
er o
f 19
27.
Rep
ort
ed n
o ir
rig
atio
n19
30-3
8.
...
insi
de
of 1
0- in
.
Rep
ort
ed f
low
ing
in19
28.
Tem
p 82
°F.
Do.
Rep
ort
ed i
n 19
38 n
oir
rig
atio
n s
ince
193
3.U
sed
in c
onju
ncti
onw
ith
lake
pum
p du
ring
drou
ght.
T
emp
84°
F.
to O5
![Page 135: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/135.jpg)
Afi
?ru
46 47 48 49 50 51 52 53
3ww
--
3w
-w
---
--
2|
W
2i
W
if N
W
24 N
W
If N
W
Is N
W
3j
NW
Byr
d C
attl
e C
o -
K.
& M
. R
anch
-
Roy
Bar
ker
--
A.
Feh
lis
W.
Boo
k ou
t
^
A
WaT
*Y»a
l\*m
/*
. nit
rrci-
-
Bil
l R
utle
dge
Juli
us
DeW
inni
e
Cri
bb
s &
Dav
idso
n.
d
o
Tom
Leary
----
J.
P.
Jones
---
Cri
bb
s &
Dav
idso
n.
Tom
Lea
ry-
J.
N.
Law
son
-
Cri
bb
s &
Dav
idso
n.
1 Q
9P
.L
V6
O
1928
1 Q
1 9
J.I7
J.&
1918
1928
1914
1910
1933
925
948
948
1,01
5
976
960
967
QO
O*7O
O
960
10 10 10 6 10 6 10
948
948
1,01
5
976
960
967
O*7O
O
960
91
012
-14-
28
T T,
Ng,
82
T,
G,
65 T,
G,
42 T,N
g,
25 T,N
g,
40 T,G
, 20 T,
G,
25 T, G
, 30
N I
D, S
,I D S I
D, S
,I D, S
,I D,S
, I D
Q»
"»
I N
480
156
190
203 80 95 70
0
105
100
160
161 60 30 0
120
0
200
190
160 60 on
oU 45 0
Cas
ing:
20
0 ft
of
10-
in.;
340
ft
of 8
- in.
Rep
ort
ed n
o ir
riga
tion
fo
r se
ver
al y
ears
pri
or
to 1
937-
38.
Cas
ing:
75
4 ft
of
10-
in.
; 19
8 ft
of
8i-
in.
per
fora
ted
. T
emp
88°F
.
Cas
ing:
60
0 ft
of
10-
in.
; 20
0 ft
of
8- in
. ;
148
ft o
f 8-
in.
per
fo
rate
d.
Cas
ing:
65
0 ft
of
8-
in.
; 36
5 ft
of
6-i
n.
; le
ngth
of
per
fora
ted
^
unkn
own.
^ CO h- 1 o «
Cas
ing:
25
4 ft
of
10-
>in
. ;
554
ft o
f 8-
in.
; g
160
ft o
f 6
5/8
- in
. *
"per
fora
ted.
Tem
p 88°F
.
Cas
ing:
89
8 ft
of
6-
in.
; 85
ft
of 5
3/1
6-
in.
per
fora
ted
.
Cas
ing:
74
0 ft
of
10-
in.
; 23
1 ft
of
8i-
in.
per
fora
ted
.
to
![Page 136: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/136.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex. C
onti
nued
Wel
l
N4-
54 *55
*56 57 58
59 60
61
62
Dis
tance
, in
mil
es,
fro
m
Cry
stal
C
ity:
7 w
Q
W7
9 W
-
83 N
W
7i
W -
11 w
-
11 N
W
Q
MTX
f
Ow
ner
J.
B.
McK
nigh
t-
D.
C.
Man
del
l--
Ow
en W
illi
ams
-
D.
C.
Man
dell
R.
A.
Guen
ther
-
G.
C.
Mar
shal
l-
Sam
Gu
yle
r - -
Dri
ller
Cri
bbs
&
Dav
idso
n.
d
o
I.
C.
Cri
bb
s
d
o
I.
C.
Cri
bb
s
Dat
e co
m
ple
ted
1929
1934
1938
1945
1946
1914
1946
1927
Dep
th
of
wel
l (f
eet)
906
703
520
680
635
380
985
Dia
m
eter
of
w
ell
(inc
hes)
10 10
10 12 10 17
12
Dep
th
case
d
(fee
t)
906
703
520
680
635
380
985
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
60
Dat
e of
m
easu
re
men
t
12-
8-37
Met
hod
of
lift
T,
E
T,
G,
85
T,G
, 15 T,G
, 25 T,G
T,G
, 45 70 T,N
g,
145 T
Use
of
w
ater
N
D,S
, I I S I I I I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
1937
-38
0
200 0
1947
-48
0
300
160
250
450
130
140
450
Rem
ark
s
Cas
ing:
37
0 ft
of
10-
in.
; 40
1 ft
of
8- in
. ;
153
ft o
f 6
5/8
- in
. per
fora
ted s
et w
ith
lead
sea
l.
Rep
ort
ed
in 1
938
no i
rrig
atio
n
since
193
6.
Cas
ing:
51
7 ft
of
10-
in.
; 19
3 ft
of
8- in
. p
erfo
rate
d.
Log
.
Cas
ing:
13
3 ft
of
10-
in.
; 24
7 ft
of
87- i
n.
set
wit
h sw
age
nipp
le.
Rep
orte
d, in
193
8,
no
irri
gat
ion
sin
ce 1
936.
Log
.
to oc 0 a
o
f
o
o
![Page 137: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/137.jpg)
63 64
N5-
1 *9
8|
N
9 jsj
_ _
_
81
M
81
M
85 N
E
9|
NE
7 N
7 N
No.
3.
A.
J.
Plu
mm
er-
New
ton.
d
o
New
ton.
Ric
har
dso
n.
G.
Puen
te
Ref
inin
g C
o.
Dav
idso
n.
Tom
Lea
ry
Dav
idso
n.
Mor
gan
1947
1 Q
9Q
1913
1910
1910
QO
'7
QC
4
987
QQH
3,0
10
985
10 19
1
81
6 81 8i
007
954
987
QQH
OC
Q
72.0
72.6
68.5
11-2
2-29
d
o-
11
22
29
d
o
11-2
9-29
60 TIT
30
T,
E,
30
Do
I N
N DO
I S,I
315
1 ^n 0
364 0 0 80
100 50
Oil
tes
t.
Cas
ing:
28
2 ft
of
10-
in.;
368
ft
of 8
i-in
.;
181
ft o
f 6
5/8
-in.
per
fora
ted.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
si
nce
193
4.
Sup
ple
m
ente
d by
riv
er w
ater
.
Cas
ing:
24
8 ft
of
12^-
in
.; 3
59 f
t of
8i-
in.;
37
1 ft
of
6 5/8
-in.
per
fora
ted.
Riv
er
wat
er s
uppli
es.
Cas
ing:
75
7 ft
of
85-
in.;
243
ft
of 7
^-in
. per
fora
ted.
Tem
p 89
°F
.
Oil
tes
t,
aban
done
d an
d fi
lled
.
Cas
ing:
25
1 ft
of
10-
in.;
430
ft
of 8
-in.;
20
0 ft
of
6 5
/8-i
n.
per
fora
ted
. T
emp
79 °
F.
Log
.
to CO
![Page 138: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/138.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zava
la C
ount
ies
and
east
ern
Mav
eric
k C
ount
y, T
ex.
Con
tinu
ed
Wel
l
N5-
12 1 ^l 10
15 16 17 1 ft lo 19
Dis
tanc
e,
in m
iles
, fr
om
--
Cry
stal
C
ity:
62 N
----
-
7i
N
61
XT
2 N
---
6 N
-- --
2 6 N
E -
Ow
ner
W.
C.
Har
daw
ay
Mrs
. M
arga
rite
D
. R
utle
dge.
Mrs
. H
yman
F.
New
ton
Me L
ean -
----
---
L.
J.
Maz
zoni
--
I.
C.
Cri
bbs
Dri
ller
Mor
gan
----
---
Har
dy R
obin
son
d
o
I. L
. D
ingm
an-
Har
dy R
obin
son
Dat
e co
m
plet
ed
1911
1911
1911
i nno
1.7
6O
1910
Dep
th
of
wel
l (f
eet)
QC
Cao
o
906
1,00
7
Dia
m
eter
of
w
ell
(inc
hesl
8?
85 iat 8*
Dep
th
case
d (f
eet)
965
906
955
886
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
70.4
85. 8
92.2
Dat
e of
m
easu
re
men
t
UO
ft
OQ
-_-U
&o
U-9
1-9
Q-_
-O-~
* a
- d
o -
Met
hod
of
lift
TTT
) * *
»
20 T,G
,24 40
'
T,
E,
25
Use
of
w
ater
I N N I N DO
, O
,
I I
Lan
d ir
rig
ated
(ac
res)
fo
r se
ason
1929
-30
41 ftA oU
1937
-38
40 0 0 0
1947
-48
700
OO
Q&
da
500
Rem
arks
Cas
ing:
84
0 ft
of
8-in
. ;12
5 ft
of
4-in
. p
er
fora
ted.
Cas
ing:
70
2 ft
of
8i-
in. ;
204
ft
of 8
i-in
.pe
rfor
ated
. R
epor
ted,
in 1
938,
no
irr
igat
ion
sinc
e 19
36.
Use
d in
conj
unct
ion
with
N5-
99.
Cas
ing:
25
0 ft
of
12|-
in. ;
197
ft
of 6
5/8
-in
. pe
rfor
ated
. U
sed
in c
onju
ncti
on w
ithN
5-19
and
5-7
8 in
1929
-30.
R
epo-
ted,
in 1
938,
no
irr
igat
ion
sinc
e 19
36.
Tem
p88
°F.
Rep
orte
d,
in 1
938,
no
irri
gat
ion
sin
ce 1
936.
Log
.
00 o o H
O
f
O
O
![Page 139: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/139.jpg)
20 21 *22 23 24 25 26 27 28 29
5i
NE
8 N
E -
8 N
E -
7 N
E -
6 N
E -
4f
N ~
3* N
----
-
83 N
4i
N
2f N
E
A.
N.
Box
---
--
H.
Bri
tto
n -
----
A.
N.
Box
---
--
Gul
ick -------
E.
Bu
tler
---
---
Gul
ick
----
----
-
Ber
t F
ry
d
o
Geo
rge
Leo
nar
d.
Tom
Lea
ry -
Cri
bb
s &
D
avid
son.
Cri
bbs
&
Dav
idso
n.
1910
1909
1910
1911
1929
1908
1,0
00
1,0
00
1,0
00
1,01
7
818
993
890
949
«'
8 6 8 10 6 6 10 10
1,01
7
818
890
949
77.0
97.0
11-2
3-29
12-1
2-29
T
C,W c,w
T,
E,
50
T,G
, 25 T,
E,
20
T,G
T,
E,
35
I s N
N
D,S I D,S
D,S
,I I I
0 40
180
200 80
176 80 120
120 0 0 0 0 32
94 0 0
80 0
300 0
400
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
Fed
eral
ob
serv
atio
n
wel
l.
Aba
ndon
ed.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
6.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n f
or
sev
eral
y
ears
. T
emp
89°
F.
Cas
ing:
30
7 ft
of
10-
in.;
317
ft
of 8
-in.;
&
21
0 ft
of
6i-
in.
per
- >
f o
rate
d.
Tem
p 85
° F
. ^
0 eT
emp
87 °
F.
Sup
ple-
>
m
ente
d b
y ri
ver
wat
er.
Cas
ing:
25
3 ft
of
10-
in.
; 42
3 ft
of
8-i
n.
; 22
4 ft
of
6 5/8
- in
. p
erfo
rate
d.
Rep
ort
ed,
in
1938
, no
irr
igat
ion
si
nce
193
2.
Use
d in
co
njun
ctio
n w
ith
N5-
25.
Cas
ing:
33
4 ft
of
10-
in.
; 34
7 ft
of
8-i
n.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
sin
ce
1934
.
![Page 140: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/140.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N5-
30 11 Ol
32 T* Ou 04.
O*± 35 36 07 a
I
Dis
tanc
e,in
mil
es,
from
Cry
stal
City
: >
fj
-ci
6*
IN
Cj ---
4^ N
E
41
XTC»
4 IN
Ci --
1 l
XT
12
IN- -
i N
3 4 N
Ow
ner
Ric
hie
Bro
s -
d
o
N.
J.
Tho
reen
--
B.
Mas
ters
on
CP
T
Jn
clf
0f_
_.
l^.
H«lb
ltcl
Guy
ler --
H.
L.
Har
key
--
Bru
ce
Hol
senb
ack.
Dri
ller
I. L
. D
ingm
an-
Jose
ph D
avis
Har
dy
Rob
inso
n.
Cri
bbs
&
Dav
idso
n.
___
R.
F. S
chro
edei
Bal
ch
Dat
eco
m
plet
ed
1 Q
9fl
ltJ£
O
1910
1929
1923
1923
Dep
thof wel
l(f
eet)
940
oqn
tJO
U
775
941
1,04
0
Dia
m
eter of w
ell
[inc
hes)
19
*1
^2 6 81 4
icl
13
4
Wat
er l
evel
Dep
thca
sed
(fee
t)
775
941
1,04
0
Bel
owla
ndsu
rfac
e(f
eet)
rrQ
Q
(O.
a
77.0
Dat
e of
mea
sure
m
ent
11-2
6-29
12-
4-27
Met
hod
of lift
T,
E,
50 T,G
,60 T T, G
, 60 T, G
,60 T,G
, 42 T, G
, 60
Use of
wat
er
I N D,S
,I N
DQ
> ^>
I D, S
,I
DQ
» o
yI D
Q,
O,
I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
--
1929
-30
575 34 0
140
150 86
1937
-38
0 23 0
150
197 58 50
1947
-48
220 cn
oU 15
0
195
l&u 60
Rem
arks
Rep
orte
d,
in 1
938,
no
ir
riga
tion
sin
ce 1
936.
Rep
orte
d ca
sing
cor
ro
ded
thro
ugh
pri
or
to 1
937-
38 a
nd w
ater
beca
me
too
high
lym
iner
aliz
ed f
or i
rri
gati
on u
se.
Use
s ri
ver
wat
er t
osu
pple
men
t on
750
acre
s to
tal.
Rep
orte
d,
in 1
938,
no
irri
gat
ion
for
ove
r10
yea
rs.
Cas
ing:
76
8 ft
of
8j-
in.
; 17
8 ft
of
6 5
/8-
in.
perf
orat
ed.
Cas
ing:
85
ft
of 1
5f-
in. ;
755
ft
of 8
- in.
;20
0 ft
of
8-in
. per
fo
rate
d.
00 to 0
«
O f
O
O sa
![Page 141: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/141.jpg)
38
1 N
E -
392i
NE
Cam
pbel
l -----
Ric
hie
Bro
s --
--
402iE
--
----
-do
----
----
41 *42 43
4 E
E-
44
A.
A.
Aki
n-
E.
B.
Tay
lor-
--
W.
B.
Gat
es
M.
McL
ean -
L.
H.
Dun
can
-
Cri
bbs
&
Dav
idso
n.
do
Tom
Wre
n - -
H.
H.
Bai
ley
--
Cri
bbs
&
Dav
idso
n.
Flo
yd T
rim
m--
1926
1929
1929
1910
1926
1929
1926
940
1,07
0
1,00
0
12|
12|
1<2
10
940
1,07
0
1,00
0
a/74. 6
"146. 3
a/80.4
144.1
11-26-29
8-11
-48
11-26-29
9-13-48
42 T T 50 50
D,S
,I I I N N I N
200
600
160
240
350
0 0 0
1 R
f\lo
u 0
180
80 80 100 0
Cas
ing:
20
0 ft
of
12-
in.
; 8-i
n.
to s
and;
per
fora
ted t
o b
ott
om
.T
emp
88°F
.
Cas
ing:
26
0 ft
of
12|-
in.
; 46
0 ft
of
10
-in
. ;
242
ft o
f 8i-
in.
per
fo
rate
d.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
since
193
5.
Tem
p86i°
F.
Use
s ri
ver
wat
er s
up
ple
men
tall
y.
To
tal
800
acre
s.
Cas
ing:
27
2 ft
of
12|-
in.
; 53
8 ft
of
10
-in
. ;
268
ft o
f 8T
-in.
per
fo
rate
d.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
since
193
5.
Tem
p87°F
. U
sed
in c
on
junc
tion
wit
h N
5-39
.
Cas
ing:
80
0 ft
of
8-
in.
; 50
ft
of 6
-in
.sc
reen
ed.
Cas
ing:
20
0 ft
of
12^-
in.
; 65
0 ft
of
8-i
n.
;23
2 ft
of
6 5
/8-i
n.
per
fora
ted
. T
emp
89°F
.
Cas
ing:
353
ft o
f 10-i
n.;
408
ft o
f 8-i
n.;
251
ft
of 6
5/8
-in.
per
fo
rate
d.
Rep
ort
ed,
in19
38,
no i
rrig
atio
nsi
nce
193
3.
Tem
p89
°F
.
Tem
p8
9°F
. S
alty
wa
ter.
N
ot u
sed 1
947-
48.
W CO h-l o a > oo CO
![Page 142: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/142.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
tnit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
edC
O
Wel
l
N5-
45 46 47
*48 51 52
Dis
tance
,in
mil
es,
fro
m--
Cry
stal
C
ity:
6 E
---
In C
ryst
alC
ity.
Cit
y.
Ow
ner
T c ea
City
of
Cry
stal
Cit
y.
- d
o -
Pac
king
ham
Est
ate.
G.
C.
Mil
ler --
-
Dri
ller
H.
Har
dy
Rob
inso
n.
Flo
yd T
rim
m--
Wil
son.
Dav
idso
n.
Dat
eco
m
ple
ted
1927
1910
1911
Dep
thof wel
l(f
eet)
1,0
50
1,07
0
1,10
0
955
1,05
3
eter
of wel
l(i
nche
s)
191
12 63
Dep
thca
sed
(fee
t)
1,05
0
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
105.
1
Dat
e of
mea
sure
m
ent
Met
hod
of lift 42 42 T,
E,
50 60 60
Use of
wat
er
Do I Do
I N N I N I
Lan
d ir
rigat
ed (
acre
s)
1929
-30
0 80
1937
-38
10 0
110
1947
-48
100 15
1Q(1 0
Rem
ark
s
Cas
ing:
200
ft
of 1
2^-
in.
; 8-i
n.
to s
and;
6 5
/8- i
n.
per
fora
ted
opposi
te s
and
. T
emp
89°F
.
Form
erly
mai
n su
pply
for
Cry
stal
Cit
y.U
sed
som
e in
194
7-48
.
for
peak
load
s.
Aba
ndo
ned
bef
ore
194
7-48
.
Cas
ing:
665
ft
of 6
5-in
. ;
rest
unk
now
n.R
epo
rted
, in
193
8, n
oir
rigat
ion s
ince
193
3.
at
![Page 143: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/143.jpg)
54 55 56 K7
*) 1
*58
*59 60 61 62
2t!
2 E
9
ft1
!_ * 32 E
32
E--
---
4E
i -
,
2
Roy
Chas
tin
War
ren W
agne
r-
H.
C.
Plu
mle
y -
Mrs
. D
. H
. H
olse
nbac
k.
Mar
rs M
cLea
n -
d
o
Juli
us
DeW
inni
e
H.
W.
Har
tung
-
M.
McL
ean
----
d
o
d
o
d
o
d
o
Flo
yd T
rim
m--
I.
L.
Din
gman
-
d
o
i O
.97
1*7<
£ I
1928
1926
1 O
9OL
y&
y
1925
1910
1928
1927
1,0
65
1,0
70
1,14
7
1,03
0
1,03
8
970
1,10
0
1,10
0
10 10 10
! 2
122 81 t
12i
122
1, 0
65
1,0
70
1,14
7
1,03
0
1,03
8
a/81.6
14
9.9
84.5
a/8
1.0
148.5
11-2
7-29
9-1
3-4
8
11
fi 2
"
11-1
6-29
9-1
3-4
8
TI7
) *
*»
25
T,
E,
40 T,
E
TI7
t y
40 T,G
,50
T,G
T,G
,50 T, G
, 50
DQ , o,
I I D,I I D,S
,I N I D,S
,I '
120
244
475
240
160
200
200
0 0 0
240 0
195 65
330
250
130
195
9A
fiar
ftU
Cas
ing:
258
ft
of 1
0-i
n.;
55
1 ft
of
8-i
n.;
27
8ft
of 6
5/8
-in.
per
fo
rate
d.
Rep
ort
ed n
oir
rig
atio
n f
or
sever
alyea
rs p
rio
r to
193
7-38
.
Cas
ing:
250
ft
of 1
0-i
n.;
620
ft o
f 8-i
n.
; 245
ft
of 6
5/8
-in.
per
fo
rate
d.
Rep
ort
ed,
in19
38,
no i
rrig
atio
nsi
nce
193
5.
Tem
p88i°
F.
Cas
ing:
264
ft
of 1
0-in
. ;
636
ft o
f 8
-in
. ;
261
ft o
f 6
5/8
-in.
per
fora
ted
. R
epo
rted
no i
rrig
atio
n f
or
sev
- 53
eral
yea
rs p
rior
to
>
1937
-38.
g
Cas
ing:
219if
t of
1
2i-
in.
; 57
0i f
t of
t)
8-i
n.
; 24
8 ft
of
6 5/8
- >
in.
per
fora
ted.
P
Cas
ing:
20
0 ft
of
12|-
in.
Cas
ing:
82
0 ft
of
8i-
in.
Tem
p 88
"F
.
Rep
ort
ed,
in 1
938,
no
irri
gat
ion
sin
ce 1
932.
Sm
all
cott
on a
crea
ge.
Sal
ty w
ater
.
Yie
ld,
400
gpm
.
co Cn
![Page 144: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/144.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
wit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N5-
63 64
65 66
*67 69 70
71
Dis
tance
, in
mil
es,
fro
m
Cry
stal
C
ity:
4i
E -
4f N
E
5N
E -
---
ft l
IT
7 E
4iN
«
Ow
ner
J.
Bla
ck - -
John
Hughes
-- --
Ado
lf W
agne
r ---
W.
B.
Gat
es
d
o
C.
F.
Jack
son
d
o
Dri
ller
P.
C.
Pau
l
Geo
rge
Leo
narc
W.
J.
Cam
pbel
l &
Tom
Lea
ry
Cri
bb
s &
D
avid
son.
d
o
d
o
d
o -
L.
D.
Str
ipli
ng
Dat
e co
m
ple
ted
1911
1913
1911
1932
1932
1932
1932
1933
Dep
th
of
wel
l (f
eet)
999
1,00
0
982
1,00
1
1,0
60
1,22
8
1,2
25
835
Dia
m
eter
of
w
ell
(inc
hes)
8 8 6 12*
12 12 10
Dep
th
case
d
(fee
t)
780
725
1,05
7
1,22
8
1,2
25
907
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
79
.0
100.
4
Dat
e of
m
easu
re
men
t
10-3
1-29
11-2
6-29
Met
hod
of
lift
T,G
, 25
C,W
T,G
, 40 T,G
, 40 T,G
, 70 T,G
, 70
Use
of
w
ater
N N
S I 8,1
D,S
, I D,S
, I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
80
1937
-38
20 630
1,31
0 30
1947
-48
0
925
960
Rem
ark
s
Cas
ing:
780
ft
of 8
- in
. S
alt
wat
er
con
tam
inat
ed.
Cas
ing:
327
ft
of 1
2£-
in.
; 39
8 ft
of
10-i
n.
Cas
ing:
340
ft
of 1
2i-
in
. ;
487
ft o
f 10
-in.
; 25
6 ft
of
8-in
'. p
er
fora
ted
. L
og.
Cas
ing:
36
1 ft
of
12-
in. ;
593
ft
of 8
-in
. ce
men
ted;
292
ft
of
6?- i
n.
per
fora
ted
, u
sed
in c
onju
ncti
on
wit
h N
5-70
and
N
8-11
0.
Log
.
Cas
ing:
3
27
ft o
f 1
2-i
n.;
64
5 ft
of
8-i
n.;
27
4ft
of
6i-
in.
per
fora
ted
.
Cas
ing:
27
4 ft
of
10-
in. ;
435
ft
of 8
i-in
. se
t in
cem
ent.
S
wed
ge n
ippl
e be
twee
n 8i
and
10-i
n.
CO
O
S
O
H
O
f
O
O
![Page 145: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/145.jpg)
*72 73 74 78 79 80 82
6s N
E
ION
«
10iN
Q K
-----
y 2
i"
7 N
--
6 N
----
In C
ryst
al
Cit
y.
In C
ryst
al
Cit
y.
7 N
E-
Mrs
. C
. L
.C
ole
man
.
Sol
Fre
ed
d
o
d
o
[ra
Cri
bbs
----
-
L.
J.
Maz
zon
i--
Cit
y of
Cry
stal
C
ity.
d
o -
R.
L.
Gu
yle
r
Hol
t- M
urph
y
Cri
bbs
&D
avid
son.
L.
D.
Str
ipli
ng
Cri
bbs
&D
avid
son.
d
o-
d
o
d
o
Ira
Cri
bbs
----
Cla
rk
Ira C
ribbs
McK
insl
y --
1934
1 Q
OQ
l«7
a*
7
1930
1930
1 Q
O1
-L&
O1
1941
1946
1,16
0
nno
yuo
900
950
950
1,0
35
1, 3
00
122
10 12^ ! 2
122
10 12*
12 10
1,1
60
nno
yuo
900
950
940
1,03
5
765
1,3
00
75
1 on
1OU
153.
6
12-
8-37
20
A
Q~
o
to
91
7
AQ
A I
rt
o
T,G
,65 T,G
, 45 T,
G,
45
TTT
t *
*»
25 TIT
» >
75
T, G
, 25 T
IT)
'-'f
75
T|7
j Illy
75 T,G
, 85 T, G
,77
D,S
,I I I I S, I I p p I I
320
100 0 0
oon
OO
VJ 0
420
220
250 60
OC
AA
UU 0
Cas
ing:
32
5 ft
of
12^-
in. ;
579
ft
of 1
0-in
. ;28
0 ft
of
8i-
in.
per
fo
rate
d.
Swed
geni
pple
bet
wee
n 87
and
10-i
n.
Log
.
Cas
ing:
64
2 ft
of
10-
in. ;
261
ft
of 8
-in.
perf
orat
ed.
Cas
ing:
26
7 ft
of
12|-
in. ;
409
ft
of 8
-in.
;24
8 ft
of
6 5
/8-i
n.
perf
orat
ed.
Cas
ing:
24
8 ft
of
12i-
in. ;
402
ft
of 8
-in.
Cas
ing:
32
9 ft
of
12^-
in. ;
398
ft
of 1
0-in
. ;
P25
8 ft
of
8i-
in.
per
- {£
fora
ted.
^
Cas
ing:
27
8 ft
of
10-
M
in. ;
437
ft
of 8
-in.
J£
se
t w
ith l
ead
seal
at
>-325
3 ft
; 24
7 ft
of
6 5/
8-
> in
. pe
rfor
ated
cem
ente
d 20
sac
ksce
men
t at
715
ft.
Cem
ent
repa
ir t
o co
n
trol
sal
init
y, f
all
1948
. L
og.
Not
use
d 19
47-4
8.
Do.
CO
![Page 146: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/146.jpg)
138 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
"a
Srt 1
rigated ( r season
's"
a
r level
& a
Remarks
00
t-
00 CO
c-CT OJ
0 CO
CM
!-,
E3 o i
1 -OJ i-H
S
<w 0) O In *-»
||g
8-0 S«l! rt *E ^ rn ^H 3 4£-
|HQ U SI
I* rt M
^
"S,fa "3 "S
(3 ^43.
I "" 1> e 4)
rt 5 JJJ
Driller
Owner
ill& 'S 6 3 °
"3
E$Q 2
ybo!2; o .j1o «CO go- ^
3 * £ "° *
in o oi-4 O3 in i-l CM CM
tfH? C3o O'o 0. 0. CH H^ H H^ H^ E
t- CO
j t-1 J ,H 1
iH O!
in ^n 01 o! if ED t- t
o o m in o u o o co rH in u
CM CM O CM CM C
o o in in o u o o co i-i in u
ED ED t- C- CO 0
OS OS OS O3 OS C
i i s* : I se i > -o : * S
1 § &!a c °
1 0 " 0 |& .S TJ ra -o g2 ^
! "! Pffi >-3 U
Ctf |V[ |V[ |V[ |V[
S>>« z a z z, *H O t- t^" 1? 1^ t? o
« «>< in ED t- a00 CO 00 CO 00 0(
2
?
CO
SED z'o Uu, t
CO CO ^> <>>
§ ED t ^H rt 1
t- CM
J* ED t- C
D O ED u - O ED El
3 o in c 3 00 CM C
M CM CM C
3 o in o 3 00 CM C
O CO CD El
n 01 as c
1A "£ . m
i o o| <0 S
HJ 4°
^J &£ O "S CJJ -s y>
3 - « t3 3 t -3 f
* II1 1
|V[ |V[ p,
J z z s3 co a> c
3 e» o i-3 CO OS O
b/i,3
0oCM
3"$ °I§ °"^ C
O t- CO
3 in CMO ED ED
O CO t- Cn ED co T
-S? -Sq jy, CO C
2 J 3 M C- Cn ED co T
3 ED CO El
n 01 01 e
i) § .}' 1 " '
> ) 1) 1 1) 1 J 1
3 W W b 5222
o 1» 01 e
4 CM CO T» 01 o» a*
3 ED
O><
o\o
H
0c
D
S
) J
) 1
1
t
f0
O
![Page 147: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/147.jpg)
96
97
98 99 100
101
102
103
104
*N6-
1 *2 3
N7-
1
6f N
E
7N
E -
7N
E -
7i
NE
4 N
E -
-
15 N
E
15^3
JJE
--
12 E
?arr
izo
Sp
rin
gs:
13
NW
d
o --
Rober
t S.
Y
anti
s
A.
N.
Box
Cal
iforn
ia
Pac
king
. Cor
p.
- d
o
Hol
senb
ack
&
Butl
er.
Mar
rs M
cLea
n -
Nor
man
Gat
es -
-
L.
G.
Gat
es -
B.
H.
Ers
kin
e--
d
o - -
Ira C
rib
bs -
d
o -
Wie
gand
Bro
s -
d
o -
Lay
ne- T
exas
--
Ada
ms
& L
yle
s
Hum
ble
Oil
&
Ref
inin
g C
o.
Tom
Wre
n -
Me F
ar la
nd--
--
1946
1948
1948
1944
1947
1948
1948
1946
1947
1945
1930
1921
1906
1,2
20
1,15
1
980
1,0
54
3 75
6
5,00
0
1 q
q
/Q
19
3
12|
10 12
5
19
3
980
70
6-
-47
146
146
146 40 50
Tf*
146
146 75 35
i i i iIn
d I DO
1 ft
0 00
Log.
Gra
vel
-wal
led
wel
l.
Oil
tes
t.
Do.
Dug
.
Lom
a V
ista
oil
test
by
Wie
gand
Bro
s.
Cas
ing:
1,
000
ft
of
8-i
n.;
159
ft
of
6-i
n.
scre
ened
. L
og.
Cas
ing:
200
ft o
f 8
i-in
.;
60
ft o
f 7
5/8
-in
. R
e
port
ed fl
owin
g u
nti
l 19
20.
Rep
ort
ed,
in
1938
, no
irr
igat
ion
si
nce
193
2.C
O
![Page 148: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/148.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Din
aait
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinue
d
Wel
l
N7-
2 4 7 9 10 11 19 13
Dis
tan
ce,
in m
iles
,fr
om
--
Car
rizo
Spr
ings
:12|
NW
12
iNW
12i
NW
--
12 N
W--
-
lliN
W
II1
NW
--
lOiN
W
Ow
ner
Eug
ene
Gre
ene
-
d
o
-
do
Car
l R
elker
E.
C.
Sorr
el
d
o
W.
G.
Orr
----
-do
B.
C.
Whi
te -
Dri
ller
Char
ley
Lin
denb
orn.
Char
ley
Lin
denb
orn.
d
o -
----
- d
o -
d
o
Fra
nk K
ello
gg -
Dat
eco
m
ple
ted
1905
1917
Dep
thof
wel
l(f
eet)
400
1,02
1
475
402
eter of w
ell
(inc
hes)
8 10 12 ft1
8
Dep
thca
sed
(fee
t) 60 60 150 40
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
26.5
41.4
Dat
e of
mea
sure
m
ent
10-3
0-29
10-3
0-29
Met
hod
of lift
T, G 42 T,G
,15 20 25 T,G
,25
Use of
wat
er
I N D,S
,I I D,S
,I
Lan
d ir
rigat
ed (
acre
s)
1929
-30
55 rjc 17 10 40
1937
-38
0 0 24 0 0 50s
61
1947
-48
27 0 20 90
Rem
ark
s
irri
gat
ion
fo
r se
ver
aly
ears
. F
orm
erly
used
in
conj
unct
ion
wit
h N
7-35
. L
og.
Rep
ort
ed f
low
ing
abou
t50
0 gp
m w
hen
dri
lled
.
irri
gat
ion
fo
r se
ver
aly
ears
.
400
gpm
whe
n d
rill
ed.
O
![Page 149: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/149.jpg)
14
15
16 17
18
19 20
21
22
23 25
26 *27 28
10 N
W -
--
9|N
W
9f N
W -
--
9|
NW
-
9i
NW
-
9iN
W
9i
NW
4 1N
W
9iN
W
9iN
W
9 N
W
9f N
W -
Ik N
W
7;
NW
7NW
-
d
o
L.
A.
Wat
ts ---
-
B.
J.
Coo
k --
---
Per
cy H
er m
an- -
Ida
O.
Str
aus-
--
Mrs
. O
. V
. U
nder
woo
d.
J. A
. G
arri
son -
A.
H.
Sw
inde
ll -
Mrs
. O
. V
. U
nder
woo
d.
Mar
y H
. W
hite
-
J. N
. S
tern
---
-
Mrs
. E
llaP
err
in
Ben
nett
------
Ear
dle
y E
stat
e -
M.
H.
Lov
e
d
o ---
--
B.
C.
Whi
te -
L
A
Wat
ts
Fra
nk K
ello
gg -
Elm
o O
wen
s- --
G.
A.
Pet
ty
S.
M.
Ow
ens
--
d
o
Geo
rge
Pet
ty
Elm
o O
wen
s---
Char
ley
Lin
denb
orn.
Elm
o O
wen
s---
Flo
yd T
rim
m--
1927
1926
1914
1928
1926
1910
1916
1928
1929
1928
1930
319
376
360
400
185
330
425
400
472
450
350
352
472
240
1,58
0
12
10
10 6 6 8 10 8 8 6i
6 10 10
10
60
20 280
200
100 39 40
78
.7
91.7
65.0
66.2
31.4
52.3
58.0
65.0
3-1
0-3
0
12-1
9-29
d
o
10-2
9-29
5-14
-30
10-2
8-30
d
o
T,
G,
20
C,W
T,
G,
20
C,W
C,W
T,N
g,
40 T,
G,
25
>
C,W
T,G
, 60 T,G
, 25
C,E
,
T,
G,
65
D,S
,I S D,
S,I N
D
S D, S
, I D,
S,
I N
D,
S
N N D,
S,I D,S
,I D, S
I
9 40 45 20
15 0
103
100 31
0 37 40 0 0 0 39 0
65 0 60 65
60 0 0 0
150 80
0
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
6.
W ffi
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
4.
Q
Rep
ort
ed f
low
ing
400
t_3
gpm
whe
n dri
lled
. t>
R
eport
ed,
in 1
938,
no
irri
gat
ion
sin
ce 1
933.
Cas
ing:
39
ft
of 1
0-in
.
Tem
p 79
°F
.
Dri
lled
as
gas
tes
t, n
ow
used
fo
r ir
rig
atio
n.
![Page 150: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/150.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
wit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinue
d
Wel
l
N7-°.f
l
31 32 33 04 QC 37
JkQ
Q
on
*40 41
Dis
tanc
e,
in m
iles
, fr
om
Car
rizo
S
prin
gs:
7iN
W
8 N
W
7sN
W
SM
8i
N-
9jN
W
9 N
W
65 N
W
6 N
W -
Ow
ner
Byr
d C
attl
e C
o -
othe
rs.
J.
A.
Web
b
Ijync
h B
ros
--
A.
N.
Box
Dri
ller
Flo
yd T
rim
m--
d
o
Fra
nk K
ello
gg -
S.
M.
Ow
ens
Dat
e co
m
plet
ed
1929
1928
1910
1910
1 Q
9R
1913
1913
1927
1906
Dep
th
of
wel
l (f
eet)
495
755
614
921
140
1 f\
f\
Qft
ft-L
.
115
188
504
Dia
m
eter
of
w
ell
(inc
hes
10 10 pi 10 6 10 8;
Dep
th
case
d (f
eet) 65 78 80
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
58.9
77.0
on
o
41.0
Dat
e of
m
easu
re
men
t
9-14
-48
19
1
Q
9Q
5-
9-30
Met
hod
of
lift 40 T
, E,
25 65 25 C,W
C,W
C,W
Use
of
w
ater
D,S
,I I N D
O
S S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
20 18 40
1937
-38
10 160
1 ftf
t
4R
0 5
1947
-48
300
500 0 0 0
Rem
arks
Sup
plem
ent
300
acre
s.
gpm
in
1913
.
Rep
orte
d,
in 1
938,
no
irri
gati
on s
ince
193
5.T
emp
76 °F
. L
og.
Rep
orte
d fl
owin
g 15
0gp
m i
n 19
13.
to o w o F
O
O
![Page 151: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/151.jpg)
42
43
44
45 *46 47 48
49
50
51
52 53 54 55
7 N
W -
eiN
w
6i
NW
7f N
W
7i
NW
7j
NW
7 N
W -
8 N
W
6NW
-
5 N
W
'5 N
W -
Byr
d C
attl
e C
o -
d
o
d
o
d
o
Sta
te o
f T
exas
--
Dr.
G
. M
atte
son
Hei
rs.
Hug
h G
reer
--
Dav
idso
n C
o
Ben
Pat
ters
on -
-
Sam
McK
nig
ht-
-
E.
L.
Wet
zig
John
Sta
hl ---
---
R.
W.
Wil
liam
s
Geo
rge
Leo
nard
Bar
net
t ---
----
Geo
rge
Leo
nar
d
Cri
bbs
&
Dav
idso
n.
d
o
Geo
rge
Cro
wel
l
d
o -----
Elm
o O
wen
s-
Fra
nk K
ello
gg -
Elm
o O
wen
s -
Fra
nk K
ello
gg -
1910
1910
1913
1930
1927
1926
1926
1920
1930
1928
1928
1929
840
960
805
1,02
2
992
1,00
1
890 90
282
176
176
370
8i"
5 3
/16
10 12*
10 1 n
1 6 10
10 10
10 6
483
605
1,02
2
780 40
90 61.0
58 80.5
7-
-30
10-
9-29
5-15
-30
12-1
9-30
T,N
g,
85 T,N
g,
85 T,N
g,
85 T,
E,
50 T,
G,
40 T,
G
T,G
C,W
C,W
T,G
, 15
T,G
C,W
C,W
I I D,S
I N D,S
, I D,S
,I
D, I
D,I
S S I
D,
S,
I S D,S
800 0 45 70
22%
19 20
410 58i
6 8 0
26
0
410 80 80 8
29
40 0
Use
d in
con
junc
tion
w
ith
N7-
44 a
nd N
7-45
.
Use
d in
con
junc
tion
w
ith
N7-
44.
Use
d in
con
junc
tion
w
ith
N7-
42 a
nd N
7-43
.
Use
d in
con
junc
tion
w
ithN
7-4
2,
N7-
43,
and
N7-
44.
Cas
ing:
25
4 ft
of
12s-
in
.; 5
23 f
t of
8-i
n.
264
ft o
f 6
5/8
-in
. p
erfo
rate
d.
Tem
p 91
°F
. L
og.
Log
.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
6.
Tem
p 7
6ic
'F.
CO
![Page 152: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/152.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinue
d
Wel
l
W-5
6
57 58
59 60
61
62
63
64 65
66
*67
Dis
tanc
e,
in m
iles
, fr
om
Car
rizo
S
prin
gs:
4 N
-
5N
g1 N
__ _
A1
M
6±W
-
5W
3f N
W
4 N
W -
3|
NW
3s N
W
Ow
ner
H.
H.
Her
ring
ton
W.
G.
Orr
---
--
A.
R.
Pon
der
--
d
o
C.
Zed
ler -
----
-
Cen
tral
S
ecur
itie
s C
o.
Sam
McK
nigh
t
Hen
ry M
oses
L.
A.
War
ren
--
J.
A.
Hey
man
Dr.
B.
F. S
mit
h-
Dri
ller
S.
M.
Ow
ens --
Floy
d T
rim
m--
Geo
rge
Leo
nard
....
....
....
..
Hum
ble
Oil
&
Ref
inin
g C
o.
Geo
rge
Pet
ty
Elm
o O
wen
s
W.
D.
Mor
riso
n
d
o
Dat
e co
m
plet
ed
1909
1927
1925
1924
1921
1928
1928
1927
1927
Dep
th
of
wel
l
600
705
700
752
800
760
5,00
4
375
230
332
310
Dia
m
eter
of
w
ell
(inc
hes]
10 8 6 10 10
12 6 12
12
10
Dep
th
case
d (f
eet)
400
500
550
525
230 79
90
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
65.5
67.7
20.6
49.2
93.1
Dat
e of
m
easu
re
men
t
5-15
-30
10-
3-30
6-19
-30
10-2
9-29
10-2
8-29
Met
hod
of
lift
T,G
, 65 T,G
, 60 T, G
, 40 T,G
, 65 T,G
, 52 C, W
C,W
T.G
,io Non
e
Use
of
w
ater
D,S
,I D,S N I D
O
I D,I S N
N D,S
D,S N
Lan
d ir
rig
ated
(ac
res)
fo
r se
ason
1929
-30
20
63 150 42 2 40
20
1937
-38
5 0
125 20 0 5 31
*
1947
-48
0
300 0 0 0 0
Rem
arks
Rep
orte
d,
in 1
938,
no
ir
riga
tion
sin
ce 1
936.
T
emp
86° F
.
Aba
ndon
ed d
eep
oil
test
.
Rep
orte
d,
in 1
938,
no
ir
riga
tion
sin
ce 1
936.
Log
.
Tem
p 78i°
F.
Log
.
Tem
p 78
°F
.
![Page 153: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/153.jpg)
68 *69
*70 71 72 73 *74
*75 76 77 78 79 80 81 82 83
2f N
W
31
XT
4 N
- -
31 N
- -
3f
N
8i
W
6 w
5 w
---
--
4 w
--
4 w
- -
3 W
- -
2 N
W -
If N
W
1_ N
W
li N
- -
li N
____
_
If N
- -
J.
M.
Dav
is -
G.
E.
Whit
ney
--
C.
M.
Bur
ns
d
o
Dr.
R
. F
.M
ille
r E
stat
e.
Sam
McK
nig
ht-
-
- d
o- -- -
FV
i-v\f
..... d
o
Sam
McK
nigh
t
C.
Sch
mit
t
B.
Pad
illa
~
T.
A.
Sm
ith
-
Joe
Gar
dn
er
d
o -
P.
Tij
aren
a -
Geo
rge
Pett
y--
d
o --
----
-
S.
M.
Ow
ens --
d
o
Geo
rge
Pet
ty
....
....
....
..
G.
B.
Wil
liam
s
W.
D.
Mo
rris
on
Sam
How
ard
Fra
nk K
ello
gg -
Elm
o O
wen
s- --
Fra
nk K
ello
gg -
Sam
How
ard
A.
Bro
wn- --
1927
1923
1905
1929
1912
....
..
____
__
1926
1930
1915
....
..
1929
1926
1927
210
504
530
500
140 40 306
309
436
300
356
525
312
300
10 10 10 10 10
1 en 60
251 59i
87.9
8 9 6
105
a/Q
1
7
112.
4
2-
2-28
1913
27
on
1-1
6-3
0
90-1
O
Q
5-
-30
9-1
4-4
8
C, W
T,N
g,
47
T,
G 6 6 6 6 15
N N D, S
45 14 2 10 9 58 5
27
871 0 i 10.
16 12 0 10
0 30 40 i 20
4 0 0 0
Do.
Rep
orte
d fl
owin
g 12
5 gp
m i
n 19
05.
Rep
orte
d fl
owin
g 75
gp
m i
n 19
07.
Rep
orte
d,
in 1
938,
no
ir
rigat
ion s
ince
193
5.
Tem
p 78
°F
.
Log
.
![Page 154: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/154.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
m-Q
A
QC
Dis
tanc
e,
in m
iles
, fr
om
Car
rizo
S
prin
gs:
86
2 N
QQ 91 93 94 95
2f N
3^ w
Ow
ner
Gus
Jef
fery
---
-
d
o
G.
0.
Bel
l
Ban
k.
J.
L.
Spe
ar -
Mar
y W
ithe
r-sp
oon.
M.
E.
Coo
k -
Dri
ller
Geo
rge
Pet
ty -
-
d
o
A.
E.
Pet
ty
S. M
. O
wen
s--
G.
A.
Pet
ty
Dat
e co
m
plet
ed
1922
1924
1910
1918
1916
1915
Dep
th
of
wel
l (f
eet)
315
tt Q
456
315
350
608
232
Dia
m
eter
of
w
ell
(inc
hes!
12 10 81
5
1 Q 5 12 10
|
Dep
th
case
d (f
eet) 40 40 on 40 100
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
a/6
9 4
76.0
Dat
e of
m
easu
re
men
t
10
qn
7-10
-46
Met
hod
of
lift
T, G
,65 T
E1
15 6 10 20 37 T, G
,65
Use
of
w
ater
N D, S
,I
DQ
I I DQ
I N D,S
,I N
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
35 35 40 on
9°.
75 24 60
1937
-38
37 0
on 0 2
1947
-48
0 50 40 50 150 70
Rem
arks
irri
gati
on s
ince
193
6.
Rep
orte
d,
in 1
938,
no
irri
gati
on s
ince
193
1.
05 o H
O
t-1
O
O
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96
97 98
*99 10
0
101
102
103
104
105
106
107
108
2 N
li N
- -
if N
- -
2 N
Cen
tral
S
ecu
riti
es C
o.
T.
M.
Lea
ver
s -
Spea
rs D
airy
Mob
ley
Bro
s -
Sib
erio
Zav
ata
d
o
Gus
Jef
fery
---
-
Wil
liam
D.
Cat
er
I.
Mar
tinez
---
-
T.
J.
Hai
re -
S.
A.
By
ers -
---
A.
R.
Mil
ler
Guy
Sco
ggin
s
W.
D.
Mo
rris
on
Pet
ty
Fra
nk K
ello
gg -
S.
M.
Ow
ens
--
S.
M.
Ow
ens --
Elm
o O
wen
s
G.
A.
Pet
ty
d
o
d
o
Sim
pson
- ---
1930
1925
1930
1925
1917
1920
1917
1920
1922
272
200
400
410
388
325
315
230
347
315
321
450
10 10
12
10 10 8 10
10 7!
10
25 50 40 140
140
140 60
655-
-3
0C
,W
C,
G,
6
C,W
T,G
T,
E
T,
E
C,G
, 3
T,
E,
15 C,G
, 10 T,
E,
7
T,G
, 60
S D D,S
N
I N
I I D, S
, I D,S
,I I D, I
D,S
, I
75 32 15 5 45
14 8 32
0 0 0 0 0 5 28 0 6 47
0 0 15 35 0 19
20 60
Log
.
Yie
ld 7
5 gp
m.
Rep
ort
ed n
o ir
rig
atio
n
for
sever
al y
ears
, pri
or
to 1
937-
38.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
4.
Rep
ort
ed,
in 1
938,
no
^
irri
gat
ion s
ince
193
2.
33
Wil
l be
use
d 1
948-
49.
£ O
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
Wel
l cl
ean
ed o
ut i
n 19
38.
Rec
ased
: 14
0 ft
of
10- i
n.;
100
ft
of
8- in
. per
fora
ted
lapp
ed 2
0 ft
int
o 10
- in
.
![Page 156: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/156.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Za
vala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N7-
109
*110
111
112
113
114
115
116
118
119
120
121
159
Dis
tance
, in
mil
es,
from
Car
rizo
S
prin
gs:
la N
E
l| N
E
IT N
E
It N
E
If N
-
l| N
E
2 N
-
2 N
E -
\\ W
li S
W
i sw
-
Ow
ner
R.
T.
Moo
rem
an
War
d &
Con
n -
T.
J.
Hai
re -
N.
Cas
tell
os -
O.
N.
Rat
clif
f
H.
Pet
ry -
Nob
le
Ear
dle
y E
stat
e -
G.
A.
Bry
ant
A.
B.
Shaw
-
Mfa
T
Tro
Wn
iito
Dri
ller
Sam
How
ard
d
o -
Fra
nk K
ello
gg -
A.
E.
Ear
dle
y-
John
Ear
dle
y --
S.
M.
Ow
ens
G.
A.
Pet
ty -
Sim
pson
- -
Fra
nk K
ello
gg -
d
o
W.
D.
Mo
rris
on
Dat
e co
m
ple
ted
1912
1912
1925
1910
1911
1916
1916
1916
1927
1928
1927
1Q5>
7
Dep
th
of
wel
l (f
eet)
315
312
250
301
316
318
325
476
380
252
4fl
4
Dia
m
eter
of
w
ell
(inc
hes)
10 8j
8 10 si 12 9f 16
10 10 m
Dep
th
case
d
(fee
t) 48
60
100 60
60 140
150 40 9fl
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
18 4 7
0.4
4
fifi
R
Dat
e of
m
easu
re
men
t
2-1
9-1
3
d
o -
5-
3-30
2-1
9-1
3
>..
9-9
H
Met
hod
of
lift
T,
E,
10
C,
G,
6
T,
E,
7s
T,G
, 15
T,
E
C,G
T,
E,
7i
C,W
C,G
,7
C,G
, 6
r w
Use
of
w
ater
D,S
, I D,S
, I D, I I D D, S
, I N
D, S
D, S
, I N D,S
,I n
s
Lan
d ir
rigat
ed (
acre
s)
for
seas
on-
-
1929
-30
37
10
14J
40 23
16 90 4 20 15
1937
-38
26 1 17 K
A3
10 5* 80 4 5 12
1947
-48
22 0 17
49 1 n 1
14 0 10 50
Rem
ark
s
Tem
p 80
° F
.
Tem
p 78
°F.
Cit
rus
irri
gat
ion.
Tem
p 7
8i°
F.
Tem
p 78
°F
.
One
acr
e ci
trus,
9
acre
s v
eget
able
s.
Yie
ld,
50 g
pm.
oo o M o f o
o Kj
![Page 157: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/157.jpg)
124
*125
*126 12
7
128
129
1 ^n
JLO
U
132
133
134
135
136
1 sw
3 O
T17
4 O
W --
In C
arri
zoS
prin
gs.
In C
arri
zoS
prin
gs.
1 N
E -
1 N
E
Ij N
E
1 N
E -
lj N
E
If N
E
if N
E
if N
E
If S
W
W.
A.
Hoo
se
A.
Toc
quig
ny --
A.
J.
Kna
ggs -
--
Cit
y of
Car
rizo
Spr
ings
.
Mrs
. F
. F
.K
ello
gg.
H.
O.
Cas
e -
E.
M.
McC
lend
on.
Mrs
. F
. F
. K
ello
gg.
Mrs
W
C
Butl
er.
Mrs
. G
usJe
ffer
y.
d
o
A.
M.
Thorp
e--
J.
L.
Bel
l
if S
W (W
illi
am H
aun
d
o - -
W.
D.
Mo
rris
on
G.
A.
Pet
ty
d
o
d
o
G.
A.
Pet
ty
S.
M.
Ow
ens
d
o
J.
L.
Bel
l
1927
1 Q
1 0
j.y 1
0
1910
1928
1912
1919
1924
1922
1921
1904
1921
1929
349
1 ^^
-LO
G
322
450
325
246
300
318
360
106
112
10 1 9
1 ft 6 12* 6 10 8 6 6 6 14 6 8
20
123
Rn 0
1R
a/*
7
*
71
.8
OO
/I
73
.5
41
n
9-1
4-4
8
3 12
-30
1 n
£3
O
Q
d
o
5-
5-30
4-1
1-3
0
1-
7-30
>..
R-a
n
£
6
TP
30 T,
G,
65 C,W
C,W
n H
Do
Do I N p
D,S
, I N N n s
5 5
32 30 5
0
32 0 15 0
14 15
Rep
ort
ed,
no ir
riga
tion
fo
r se
ver
al y
ears
p
rio
r to
193
7-38
.
Tem
p 7
6°F
.
Sup
plie
s ci
ty o
f C
arri
zo S
pri
ngs.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
5.
Dug
. W
ater
form
erly
u
sed
loc
ally
fo
r m
edic
inal
pu
rpo
ses.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
5.
Tem
p 80|°
F.
CD
![Page 158: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/158.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
tnit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 139
140
*142
Dis
tan
ce,
in m
iles
, fr
om
--
Car
rizo
S
prin
gs:
3
r-l
IP
UN
-
j
Ow
ner
Est
ate.
Est
ate.
Dri
ller
Dat
e co
m
ple
ted
1 Q
9R
1917
Dep
th
of
wel
l (f
eet)
140
480
340
Dia
m
eter
of
w
ell
(inc
hes)
10 10 10 10
Dep
th
case
d
(fee
t)
150
on
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
Dat
e of
m
easu
re
men
t
Met
hod
of
lift
TP
15 10 6 15 10 6
Use
of
w
ater
Do
I I Do
I Do I Do
D
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
10 AC
1937
-38
0 54 2
1947
-48
0 0 40 34 58 0
Rem
arks
for
sever
al y
ears
pri
or
to 1
937-
38.
N7-
147
in 1
932.
T
emp
79|°
F.
Oi
o
![Page 159: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/159.jpg)
147
148
*149 150
151
*152
*153 154
155
156
157
158
1|
SE
InC
arri
zo
Sp
rin
gs.
4
W ---
3i
N
ll N
E
I3 N
W
4 N
4± N
V.
Old
royd
J.
H.
Lon
g- -
W.
L.
Mea
sles
-
E.
Goo
dwin
- -
L.
H.
Upc
hurc
h
Kat
enha
id
J.
H.
McG
ee
H.
Rou
w-
d
o
Elm
o O
wen
s -
Pet
ty B
ros-
---
L.
D.
Str
ipli
ng
Pet
ty B
ros-
Sam
How
ard
Pet
ty B
ros
I. C
. C
rib
bs
Ed
Ow
ens
1932
1937
1934
1936
1913
1936
1900
1944
1947
180
397
280
565
355
375
215
333
565
600
12 8? 81
10 8 10 8
53/1
6
12
12
140
230
140
200 88
51
60
428
400
86.8
1
85
105
12-
7-37
2-
-36
12-2
2-44
TIT
15
C,
E,
S1 O 2
T,G
, 65 C,G
, 7iC
, W 6
C,G
, 6
T,N
g,
67 T,N
g,
67
DO
I D D,
P,
S N N D, S
, I D,
S
D,S
I I
9 0 18 0 0 6 4 0 0
20 0 0 0 2 0
Cas
ing:
14
0 ft
of
12-i
n.
Cas
ing:
23
0 ft
of
8i-
in
. L
og.
Cas
ing:
14
0 ft
of
B\-
in
. S
uppl
ies
publ
ic
swim
min
g po
ol.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
Cas
ing:
20
0 ft
of
8-i
n.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
6.
Log
.
Cas
ing:
88
ft
of 1
0-in
. g
alv
aniz
ed t
in.
Log
.
Rep
ort
ed f
low
ing
100
gpm
whe
n dri
lled
.
Rep
ort
ed n
o ir
rig
atio
n
for
sever
al y
ears
pri
or
to 1
937-
38.
Log
.
![Page 160: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/160.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
tnit
and
Zava
la C
ount
ies
and
east
ern
Mav
eric
k C
ount
y, T
ex.
Con
tinu
ed
Wel
l
N7-
159
160
161
162
163
164
165
166
167
168
169
17
(1
Dis
tanc
e,
in m
iles
, fr
om
Car
rizo
S
prin
gs:
4f N
--
4i
N
3? N
W
3; N
W
3iN
W
i -NT
-
Ow
ner
H.'R
ouw
d
o
Cat
lett
-------
H.
Rou
w
d
o ---
----
-
G.
E.
Whi
tney
--
H.
Rou
w ---
----
An--
Dri
ller
d
o
O.
F.
Web
b
I.
C.
Cri
bbs
d
o
d
o
d
o
An
--
Dat
e co
m
plet
ed
1944
1945
1947
1945
1947
1945
1944
1946
1943
1945
1Q
49
Dep
th
of
wel
l (f
eet)
600
610
570
490
395
427
350
471
478
456
AK
f\
Dia
m-
ete
r of
w
ell
(inc
hes)
12 12
11
12 12
10
10
10
10 10
10
m
Dep
th
case
d (f
eet)
600
510
407
200
395
427
350
459
456
4 fin
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
110 85
150 90 109 90
110 87
116.
5
116.
9
95 Q*
Dat
e of
m
easu
re
men
t
8-21
-48
1-25
-45
7-17
-47
6-
-47
2-15
-45
11-
-44
5-10
-46
3-
3-48
d
o -
10-
-45
S_
-49
Met
hod
of
lift
T,N
g,
67 T,N
g,
67 T,N
g,
67 T,N
g,
67 T,G
T,N
g
T,N
g
T,N
g
T,N
g
T,N
g
T,N
g
T
lU<r
Use
of
w
ater
I I I I I I I I I I I T
Lan
d ir
rigat
ed (
acre
s)
for
seaso
n
1929
-30
1937
-38
1947
-48
590
258
220
17
5
Rem
arks
Use
d in
con
junc
tion
w
ith w
ells
N7-
57,
157,
15
8,
159,
16
0,
161,
an
d 16
2.
Do.
Do.
Do.
Sup
plem
enta
l to
N7-
30.
Log
.
Use
d in
con
junc
tion
w
ith N
7-16
8,
169,
an
d 17
0.
Log
.
Cn to O
M
O f
O
O
![Page 161: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/161.jpg)
171
172
*173 17
4
175
176
177
178
179
180
181
*182
*183
*184
N8-
1 2
3^N
~
1;
NW
i N
-
10s
NW
8 N
W -
12i
NW
12 N
W
2S
-
2 S
8|
W
o1
TIT
9i
NW
9;
NE
9f
NE
Car
roll
Burn
s
Mob
ley
Bro
s --
-
Cit
y of
Car
rizo
S
pri
ngs.
J.
L.
Mo
gfo
rd
Ben
net
t -
Fra
nk
Har
ris
H.
L.
Sw
eet -
Joe
Gar
dner
--
Beasl
ey
---
---
Ben
Pat
ters
on
W.
G.
Orr
---
--
S.
C.
Fre
ed -
Elm
o O
wen
s
d
o
R.
B.
Ow
ens-
-
d
o
O.
F.
Web
b
Luk
e S
imps
on -
Elm
o O
wen
s -
Pet
ty
Geo
rge
Leo
nard
Cri
bb
s &
D
avid
son.
1947
1948
1943
1948
1948
1948
1947
1949
1924
1928
1948
1911
1927
600
330
338
250
254
400
485
344
440
256
20
0i
1,0
60
1,0
80
12
12 16 12
12
12
10
12
10 10 10
280
146
122 34
32
56
485 78
100+ 93 810
1,08
0
117 95
95
105 85
11-
2-4
8
10-
8-48
10-2
3-48
6-1
5-4
8
10-
-47
T,G
T,
E,
30 C,G
T,G
T,N
g
T
C,W
T,
E,
10
C,W
C,W
C,W T
I I p I I I I I I D,S
D,S
,I S N N
30 9
288
0 5 0
120
1 t\t\
1UU 0
25 0 0 0 0 0 30
Sta
tic
level
117
ft,
pum
ping
lev
el 1
78 f
t.L
og.
W
Rep
ort
ed,
in 1
938,
no
&o
irri
gat
ion s
ince
t!
1936
. ^ a [>
H
Tem
p 79
°F.
Tem
p 80
° F
.
Tem
p 82s°
F.
Form
erly
use
d i
n co
nju
ncti
on w
ith
N8-
2.
Cas
ing:
19
0 ft
of
10-
in. ;
620
ft
of 8
- in.
;27
0 ft
of
6 5/8
- in
.p
erfo
rate
d.
CO
![Page 162: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/162.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mt
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 4 5 6 7 *8 *9 10 11
Dis
tanc
e,
in m
iles
, fr
om
--
Car
rlzo
S
prin
gs:
lOf
NE
10i
NE
4|
E
4i
E -
HT
NE
--
Ow
ner
S/~
» IT
i-oja
H--
Mrs
. M
. B
.W
hite
.
d
o
Wal
ter
Bid
elsp
ach.
Wag
ner -
-----
A.
Wag
ner -
I.
E.
Bav
lor
Dri
ller
Dav
idso
n.
R.
F. S
chro
eder
Geo
rge
Leo
nard
Tom
Lea
ry--
L.
D.
Str
ipli
ng
Tom
L
earw
- -
Dat
e co
m
plet
ed
1928
1 Q
98
1 Q
9R
1 Q
97
1923
1911
1912
1929
Dep
th
of
wel
l (f
eet) no 77
1 f\
f\
1 9f
lft
1,08
5
1,21
2
1,09
4
1,08
0
1 9.
10
Dia
m
eter
of
w
ell
(inc
hes]
10 15* 7i 8i
12i
R
Dep
th
case
d (f
eet)
100
1O
AO
1,08
5
1,01
2
1,05
3
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
CO 07
c
-2/7
8.2
102.
5
66.5
RS
fi
Dat
e of
m
easu
re
men
t
11
14-2
9
11-2
7-29
7-24
-47
10-3
1-29
11-9
R-9
Q
Met
hod
of
lift
Cv
30 T,
E,
25 T,G
,20 T T, G
r w
Use
of
w
ater
I D,S
,I N I s
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
320
192 60 160
1937
-38
150
320 0 0 0
1947
-48
0 0
330
160
Rem
arks
for
sever
al y
ears
pri
or
to 1
937-
38.
Use
d al
l ri
ver
wat
er.
Cas
ing:
12
0 ft
of
15i-
in. ;
757
ft
of 8
- in.
;22
0 ft
of
6i-
in.
per
fo
rate
d.
Rep
orte
d,
in 1
938,
no
irri
gat
ion
sin
ce 1
935.
Rep
orte
d,
in 1
938,
no
irri
gati
on s
ince
193
0.
Cas
ing:
20
0 ft
of
12f-
in. ;
527
ft
of 8
- in.
;33
3 ft
of
6 5
/8- i
n.pe
rfor
ated
. R
epor
ted,
in 1
938,
no
irr
igat
ion
sinc
e 19
32.
Log
.
![Page 163: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/163.jpg)
12 13 14
15 16
17 18 19 20 21 22
7i
NE
9 N
E -
-
8- N
E --
-
9i
NE
9i
NE
10 N
E
10i
NE
5i
NE
7|
NE
8NE
-
7f N
E
Hug
h G
reer
-
L.
Wag
ner --
---
Sid
Par
kins
on
N.
C.
Gue
nthe
r-
E.
P.
Cur
tis -
J.
M.
Mer
riw
ethe
r
J.
E.
Bay
lor
E.
L.
Om
era
A.
N.
Box
--
E.
L.
Om
era
Mor
ris
& P
anni
ll
Cri
bbs
&
Dav
ids o
n.
d
o ---
----
A.
B.
Web
b
S.
M.
Ow
ens
--
I. L
. D
ingm
an-
Tom
Lea
ry
- -
Floy
d T
rim
m--
A.
Coe
- ---
S.
M.
Ow
ens
1928
1925
1910
1927
1913
1927 '« 1910
1,02
0
1,14
0
1,17
5
1,11
6
1,21
0
._._
_..
1,25
0
1,07
0
1,10
0
10 10 10±
12 8i
760
1,14
0
1 13
7
1,11
6
67.5
78.0
a/9
4 5
93.6
n!
A
9Q
d
o
d
o -
9-14
-48
25 30
T, E
,
T,G
, 55 C
W
TC
l
35
T 20
I D,S
,I N
I D,S N S I I N S
60 62
160
190
300 16
200 45 90
0 0 0 0 0 0 0 0
105
100 50 0 0 0
150 0
Rep
orte
d no
irr
igat
ion
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Cas
ing:
28
4 ft
of
10-
in. ;
706
ft
of 8
- in.
; 16
8 ft
of
6 5/8
- in.
pe
rfor
ated
. R
epor
ted,
in
193
8,
no i
rrig
atio
n
sinc
e sp
ring
of
1937
. T
emp
91°F
.
Rep
orte
d,
in 1
938,
no
ir
rig
atio
n s
ince
193
3.
Tem
p 92
°F
.
Rep
orte
d,
in 1
938,
no
. ^
irri
gat
ion
sin
ce 1
933.
j>
S
alty
wat
er.
02
Rep
orte
d no
irr
igat
ion
for
sever
al y
ears
O
p
rio
r to
193
7-38
. >
Do.
>
Dri
lled
for
irr
igat
ion.
Nev
er u
sed.
T
o be
used
194
8-49
.
Rep
orte
d,
in 1
937-
38,
no i
rrig
atio
n si
nce
1935
. T
emp
91°F
.
Rep
orte
d,
in 1
937-
38,
no i
rrig
atio
n si
nce
1934
. T
emp
91 °
F.
Sal
ty w
ater
.
![Page 164: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/164.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
ed
Wel
l
xjo
90
PlO
~A
u
*94
AT
I
25 26 97
tt l 28 *29
*30 31
Dis
tanc
e,in
mil
es,
from
Car
rizo
S
prin
gs:
85 N
E
4 N
E
4 N
E
5i
NE
---
63 N
E --
-
5! N
E
Ik N
E
2|
NE
2i
NE
Ow
ner
Fre
d F
ost
er
H.
P.
Bai
ley
Hir
am G
. H
ines
G.
C.
Rhe
ia-
T Q
\H
arA
d
o
J.
C.
& O
. E
.B
ooko
ut.
I.
J.
New
M.
M.
Ada
ms-
-
Dri
ller
AH
W
aK
h.
D,
VveD
U
S.
M.
Ow
ens
A.
B.
Web
b
Pet
ty
Cri
bbs
&D
avid
son.
Fra
nk K
ello
gg -
S.
M.
Ow
ens-
-
Dat
eco
m
plet
ed
1910
1907
i onf
tiy
uo
1 ono
iyuy
1928
1928
1930
1925
Dep
thof wel
l(f
eet) 66 654
O1
ft
olo
01
ft
olo
1,00
8
1,00
5
JO
E*t
oo
387
Dia
m
eter of w
ell
(inc
hes)
6 8 6 12i
10
Dep
thca
sed
(fee
t)
1,10
0
650
1,00
5
150
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
70
9
1 t>
. £t
on
9£i
\j+ £
t
42.0
a/4o
*
'
OA
. *i
136.
3
fit
KD
l. 0
^64.3
131.
6
65.7
64.0
Dat
e of
mea
sure
m
ent
U1
1\
9Q 1
3
&o
U1
ft
9Q lo
£
to
d
o
d
o
9-14
-48
U1
ft
9Q
io~
^y
d
o
9-14
-48
11-1
5-29
5-15
-30
Met
hod
of lift
C,W
TV
J *-
*)
55
TT
fJ
*-*>
10 c,w
T, E
,40 C
o,
£i,
i
Use of
wat
er
N N S I D D,S
D,S
,I D
o, o
N
Lan
d ir
rigat
ed (
acre
s)
for
seaso
n
1929
-30
340 38
1937
-38
99
&& 0
526 13
1947
-48
0 2 0 0
154 0
Rem
arks
Rep
orte
d fl
owin
g 50
gpm
in
1913
.
Tem
p 79
5°F
.
Rep
orte
d fl
owin
g 10
0gp
m i
n 19
07 a
nd 7
5gp
m i
n 19
13.
Salty
wat
er.
Rep
orte
d fl
owin
g 50
gp
m i
n 19
13.
Tem
p 86
°F.
Cas
ing:
21
0 ft
of
12s-
in. ;
532
ft
of 8
- in.
;28
8 ft
of
6 5/8
- in.
perf
orat
ed.
Tem
p88
°F.
Off
set.
Oi
O
M
O
f
O
O
![Page 165: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/165.jpg)
O£i
34 35 36 37 38 on oy 40
41 *42 43 44 45 46
£4 r
tr*
---
2 N
E -
2? N
E
2iN
E-
2? N
E
2i
NE
9
"NTT
Tft
2
J.N J
i - - -
9
"NTT
P ---
ft 2
J.N
Ji
2^ N
E -
--
2f N
E
2f
NE
3N
E
If E
-
If E
-
Lt.
L
J.
Oil
l£
U.l
llg
--
J.
L.
Mog
ford
J.
G.
Ben
avid
es
S.
Sta
tler
R.
Rod
rigu
ez
F.
Rih
a
Fra
nk R
iha
John
Sta
hl
d
o
W.
Wil
cox
A.
N.
Box
J.
F.
Hou
se
Ear
dle
y E
stat
e -
G.
W.
Bay
lor
--
Fra
nk K
ello
gg -
A.
E.
Ear
dle
y-
G.
A.
Pet
ty
A.
B.
Web
b
Elm
o O
wen
s
A.
E.
Ear
dle
y-
K.
B.
Ay
res
--
Fra
nk K
ello
gg -
Moe
hrig
A.
E.
Ear
dle
y-
LV
i\l
1928
1916
1920
1903
1928
1910
1910
1910
1907
1930
1903
1904
460
504
440
510
454
459
oo
nO
OU
425
522
550
500
590
u 10 10 10 7 5/8
10 61 4 5s
6
5 7/8
10 5 5/8
6 6
09Q 55 176
2/51
. 5
108.
5
41.6
12-
5-29
9
-14
-48
d
o
1 n
o OQ
CT
T
TIT
10
Tip
55 CT
p
T,G
, 83 C
W
N Do
Do I Do
N
N D,S
, I D
o
N
DO
55
44 18 45 22
20 3 15 0 0 10 0
0 0 40 0 10 0
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
4.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
6.
Rep
ort
ed f
low
ing
100
gpm
whe
n dri
lled
and
80
gpm
in
1931
.
Rep
lace
d b
y N
8-10
6 lo
cate
d 5
0 ft
so
uth
w
est.
Rep
lace
d by
N8-
43.
Cit
rus
irri
gat
ion
. L
og.
Rep
ort
ed f
low
ing
150
gpm
in
1907
. S
alty
w
ater
.
Rep
ort
ed,
in 1
937,
no
ir
rigat
ion s
ince
193
4.
Tem
p 79
° F
.
![Page 166: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/166.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zava
la C
ount
ies
and
east
ern
Mav
eric
k C
ount
y, T
ex. C
on
tin
ued
Wel
l
N8-
47 48
49
50 51
52
53
54
55
*56
R7
Dis
tance
, in
mil
es,
fro
m
Car
rizo
S
prin
gs:
2P
21
IT
V3
P
4N
E
4i
NE
4 N
E -
Fli
M
B1 .
Ow
ner
Dim
mit
Cou
nty
Air
po
rt.
C.
W.
Mil
ler
I.
O.
Kot
chm
an-
d
o
Mar
ion
Ali
en ---
W.
A.
Far
ley -
-
Mrs
. B
eatr
ice
McC
lean
.
F.
C.
Gar
cia
John
Ive
y
Dri
ller
W.
D.
Mo
rris
on
Fra
nk
Kel
logg
-
A.
B.
Web
b
Geo
rge
Pet
ty --
A.
B.
Web
b
Geo
rge
Pet
ty --
A.
B.
Web
b
Dat
e co
m
ple
ted
1927
1904
1927
1924
1928
1925
1929
1925
1Q
24
Dep
th
of
wel
l (f
eet)
500?
545
475
570
70
7i
565
645
640
733
700?
H3F
1
Dia
m
eter
of
w
ell
inch
es)
6 10 6
5 5/8
8 8 8 8 8 10 H
Dep
th
case
d
(fee
t)
707
430
250
500
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
95
.7
91.0
73.8
59
.0
Dat
e of
m
easu
re
men
t
10-1
2-29
10-1
2-29
10-1
4-29
Met
hod
of
lift
........
C,W c,w
T,G
, 15
T,G
, 15 T,G
, 20 T,
G,
15
T,G
Use
of
w
ater
N N
D,S N D,S I I I
D,S
, I D,S
, I 1M
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
- -
1929
-30
16 40
20
23 47 7 0
1937
-38
12 0 2 7 0 20 0
1947
-48
0 40
40
125
Rem
ark
s
Rep
ort
ed f
low
ing
400
gpm
whe
n d
rill
ed.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
5.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
4.
Cn oo o M
O r o O
![Page 167: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/167.jpg)
58 59 60 *61 62 63 *64 65 *66
*67 68 70 71
6 N
E -
10i
NE
--
10
| N
E
Hi
NE
lit
NE
--
In Bru
ndag
e
2n»
2 E
3ir
4 E
---
-- -
43
P
7qi
G.
Den
ton
Est
ate
Cam
pbel
l.
I. W
. C
ou
rtn
ey-
G.
Pic
ket
t ~
F.
V.
Sta
ndif
er -
Cit
y of
Bru
ndag
e
A.
A.
Sw
inde
ll -
----
-do--
----
S.
P.
Spa
ldin
g--
H.
J.W
hite
cott
on.
d
o --
--- -
Dr.
B
. E
. P
ick
ett.
A.
B.
Web
b
Tom
Wre
n
d
o
W.
D.
Mo
rris
on
Elm
o O
wen
s
L.
Sim
pson
Geo
rge
Pet
ty --
1912
1910
1910
1909
1927
1929
1925
1928
1917
1927
834 35
1,17
0
1,20
0
1, 1
90
1, 1
70
725
408
495
512
680
545
10 10 12 12 12
1,1
70
1 Q
fl
R4
9
1 9
45
7
20
00
Q
52.9
1 n
1 ft
9Q
d
o
in
i Q
90
UOQ
on
d
o -
C
W
25 25 T,
G,
20 15
Tc*
15 20 TTJ
1
20
Cw 10
TT
Jl
T,G
, 20
N
DO
I
DC I p I I
Do
Do
D,S
,I
on 40 QC
109.
5
1 R 0
15 42i
00 11 40
0
OE 0
100 0 0
115
Dee
p oi
l te
st p
lugg
ed
back
and
form
erly
u
sed
fo
r ir
rig
atio
n.
Pro
bab
ly y
ield
s w
ater
by
see
pag
e fr
om
N
uece
s R
iver
.
Tem
p 93
°F
. A
ban
do
ned
1947
-48.
Sup
plie
s ci
ty o
f B
rund
age.
Use
d in
con
junc
tion
w
ith
N8-
65.
Tem
p 81
° F
.
Rep
ort
ed n
o ir
rig
atio
n
for
sever
al y
ears
p
rio
r to
193
7-38
.
CO
![Page 168: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/168.jpg)
160 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Remarks
00
^ 5s sa <a °°
-S ,,!.
^ o o73 "" "?
a s>J O!
(11 (H
p O cd
13 «~0"° 2s
"S l-l -U
-1 m 3 C <ll .JJ Bl <ll
1^0-
1 -sillBl ^"
8" 2 *> Q 5 Si
S h ' ^
S ® ° ^ c
tt"s "S <ii CU O ;r COQ ^ Si
rt Q CD
Driller
Owner
v «rS '3 E 2 °Q _fi 4n
"3
0 -LCD. r
£ .S 2 '" B jO 00 ft^^J 1
gf g!^ h- icq eo **"* ^ C
0 0 "S ^H C
y,S aigg r . » jG G t« fe Qi
W -4 * ^H 0) OO S '-5 ^.Sa.00 . j
o o I
TT O to tO tM tM
0! 0 tO
m mo
t- d £- ^ ^
O3 OO 1 tM tM 1
O tM 1
O 1
O tM 1
O O O Cco to m \t to oo .-c i-
o to oo o c
to ! o o cto 1 tO TT C 00 I O! * C-
00 1 00 CO f tM 1 O tM i- O3 1 Oi O3 C
h 1 1
- ! !i i i 1 , &t i i i
i ^' ' ^ &CD-I ^
CO O 1 P, <
1 . '
f S e O « i S ^ g iJ .g CQ
10 ^J S CJ ID "rt m<ii 73 to <ii U) rj> *-< r« ^ ° T1 CD a; rt w Q, Q, £< ^
s|i J, 1 ! g .S b] U b
tM co * \n i t- t- c- i> c-00
j|
. ! "^
is."s ^ <=' p oo
CO °
oo
5
3 «3
3 Fr1 fT m ^* m %^ LO
H E^ O
> 00 > m m
> o o c
> IH o ir> ^ 0
^ m v
H cq pgIS OS OS
i i* | g>
5 § 52 CO CD C5 a. M '5 lie< J 1 S
! ^43 m <
i " i
w w t 4 en to o3 -|» -W J tM tM &
3 C- OO O C- C- C-
Reported flowing 200 gpm in 1903; no flow
in 1913.
5 2
|
0
to
to
10t-
I
3 00H
> oH 03 tO
0 OJ
) CO
: 'g2 rt
Childress. do
1 y 3 M
3 CO
0 O 00
![Page 169: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/169.jpg)
81
*82 83 91 92 97 98 99 100
*101
4 E
41
F
Ul
p
7i
NE
6F
81
p
ol
ci
91
F
81
17
91
TT
Bel
l.
W.
E.
Wro
e -
D.
Dav
enpo
rt
d
o
d
o
d
o -
RT
Bau
erei
sen
.
A.
B.
Web
b
McK
inle
y --
---
Co.
Bau
erei
sen.
1 Q
n.7
1910
1947
i Qn^
Old
1906
1 Q
97
1,01
0
7
1, l
OO
i
12
240 48
900
92 on 39
1947
20Q
200
20 60 45 T,N
g,
100 25 60 25 25
N D,S
, I D,S
, I N D,S N I N
I I N
N
N
I
16 100 0
350
180
208
35
20l|
0 0 0
35
150 0
432 40
100 0 50
Do.
Rep
ort
ed f
low
ing
500
gpm
whe
n dri
lled
; no
fl
ow i
n 19
13.
Tem
p 82
°F
.
Rep
ort
ed f
low
ing
700
gpm
whe
n d
rill
ed.
Not
use
d i
n 19
47-4
8.
Wil
l be
use
d 1
948-
49.
Rep
ort
ed f
low
ing
450
gpm
whe
n dri
lled
.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
4.
Rep
ort
ed f
low
ing
500
gpm
in
1906
.
![Page 170: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/170.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
*N8-
102
103
*104
105
*106
107
*108
109
110
111
114
Dis
tan
ce,
in m
iles
, fr
om
--
Car
rizo
S
pri
ng
s:
91
£--
'3|
NE
33 p
2i
NE
3i
NE
105
NE
12|
NE
2~2
SE
~
-
IQi
E -
Ow
ner
Mar
rs M
qLea
n -
d
o
Hir
am G
. H
ines
T.
G.
Pat
er so
n-
F.
Web
b
Sam
War
d --
----
C.
F.
Jack
son
W.
H.
Gar
dn
er -
M.
Me
Lea
n -
Dri
ller
Lay
ne- T
exas
C
o.
E.
& F
. E
cker
t
G.
A.
Pet
ty
Elm
o O
wen
s- --
Pet
ty B
ros --
--
Elm
o O
wen
s---
Cri
bb
s &
D
avid
son.
d
o
Pet
ty
McK
inle
y
Dat
e co
m
ple
ted
1927
1936
1928
1936
1935
1931
1932
1946
Dep
th
of
wel
l (f
eet)
1,22
4
780
582
566
450
564
1,20
4
1,20
0
1,15
0
Dia
m
eter
of
w
ell
(inc
hes!
155
10 8 8 8 10 8 12
12
Dep
th
case
d
(fee
t)
1,22
4
437
515
150
1,01
1
1,2
00
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
80.0
35.7
57 39.8
71.7
Dat
e of
m
easu
re
men
t
11-2
6-29
9
-14
-48
12-
4-37
3-1
5-3
6
7-1
5-3
9
12-
-31
1-2
2-4
8
Met
hod
of
lift
T,G
, 60 T,
G,
25
T,G
T,G
T, G
,65 T,G
, 15
C,G
T,
G,
55 70
T,
E
Use
of
w
ater
I I I D, S
, I D,S
S,I D I D
O
I I
N
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
160
1937
-38
0 21 0 13 0
1947
-48
100 30 35
35 0 75 0
160
160
Rem
ark
s
Log
.
Log
.
Log
.
Cas
ing:
1,
011
ft o
f 10
- in.;
212
ft
of 8
i-
in.
per
fora
ted.
Log
.
Cas
ing:
29
0 ft
of
12-
in.
; 64
4 ft
of
8- in
. ;
297
ft o
f 6i-
in.
per
fo
rate
d.
New
wel
l.
Pum
p no
t in
stal
led
.
01 to o H
O
f
O o
![Page 171: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/171.jpg)
115
116
117
118
119
120
121
*122 12
3
N9-
1 2 *3 4
2 N
E
lOi
NE
5? N
E
10 N
E
2i
NE
10
i N
E
ll^N
E
15|
NE
13 N
E
I3i
NE
Dim
mit
Cou
nty
-
J.
M.
Sau
nd
ers-
Art
hu
r Iv
ey -
-
S.
C.
Fre
ed -
D.
S. S
tara
chan
-
S.
C.
Fre
ed -
A.
M.
Thorp
e--
B.
R.
Guy
ler
Sam
War
d- -
W.
C.
Cof
fey
S. A
. A
rmst
ron
g
H.
A.
Moo
re -
H.
C.
Moo
re
0.
F.
Web
b
d
o-
d
o -
I.
C.
Cri
bb
s
I.
C.
Cri
bbs
Ch
arle
s P
etri
e
Wil
l B
yrd
&
C.
H.
Goo
dlin
k
L.
D.
Str
ipli
ng
-
Flo
yd T
rim
m--
1948
1946
1947
1945
Old
1946
1905
1912
1930
1926
1912
1920
510
557
805
1,1
30
1,1
20
500
912
1,11
4
1,4
00
2,0
00
1,23
6
8 10 10
12 5
/8
6 12 18 6 10 10 6 6
300
800
1,1
30
812 0
912
805
1,4
00
1,2
00
130
97
85 100 51
.3
26.1
33
.6
8-
3-48
12-
-47
9-2
0-4
5
12-1
3-46
1-3
1-3
0
1-3
1-2
8
11-2
7-29
T,G
T,
E,
30
T,
G
T,
G,
65 T,N
g
T,
G,
65 T
T,
G,
40 C,W
C,W
T,G
, 20 T,
G,
20
D
I I Ind I I N
N D, S
, I D,
S
D,S
D,S
,I I
M
23 66
80
50
80 0 93
38
47 35
350 0
160
150 80
Fo
r ai
rpo
rt u
se o
nly.
Indi
o fo
rmat
ion
525
- 55
7 ft
.
Sup
plem
ents
su
rfac
e w
ater
.
Sup
plie
s ca
nner
y.
Log
.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
5.
Cas
ing:
64
0 ft
of
6-
td
in.
; 20
0 ft
of
5 5/1
6-
>
in.;
4^-
in.
per
fora
ted
£2
to
bot
tom
. O
Cas
ing:
27
5 ft
of
10-
O
in.
; 53
0 ft
of
8-i
n.
g
Sw
edge
nip
ple
betw
een
;>
8 an
d 10
- in.
Rep
ort
ed n
o ir
rig
atio
n
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Cas
ing:
90
0 ft
of
6-
in.
; 30
0 ft
of
5- in
. per
fora
ted.
Tem
p 95
° F
.
CO
![Page 172: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/172.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
edO
S
Wel
l
N9-
5 *6 *7 *8 9 10 11
Dis
tance
, in
mil
es,
fro
m -
Car
rizo
S
prin
gs:
15 N
E
17 N
E
18 N
E -
--
18 N
E
16;
NE
--
1C
3 M
C1
lo;
Nc.
16;
NE
Ow
ner
P.
C.
Lev
erin
g-
O.
H.
Nan
ce
J.
T.
Kin
nar
d--
H.
Bro
wn - -
W.
H.
Zim
mer
man
.
Co
mm
erci
alN
atio
nal B
ank.
T.
P.
Bow
les
--
Dri
ller
How
ell
&S
talt
er.
Ed.
H
omer
- -
Pat
ter s
on,
Zar
der
son
&
Rod
ley.
C.
W.
Whe
eler
Ed.
H
omer
-
Flo
yd T
rim
m--
Dat
e co
m
ple
ted
1912
1912
1911
1909
1914
1 Q
OC
1<7£
O
Dep
th
of
wel
l (f
eet)
1,35
3
1,44
8
1,6
00
1,41
2
1,14
7
1,4
70
1 R
RI
1,
OO
O
Dia
m
eter
of
w
ell
(inc
hes)
8 8 8 8
10
Dep
th
case
d
(fee
t)
1,35
0
1,30
6
1,41
2
1,14
7
1 5^
11,
UU
O
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
90
.6
24
.7
54.1
32.5
26. 0
Dat
e of
m
easu
re
men
t
11-2
9-29
2-
1-29
11-3
0-29
10-1
8-29
1 11
9Q
1-O
1
£10
Met
hod
of
lift
T,
G,
25 T,G
,25 T,
G,
25 T,
G,
25 T,
E,
15 C,W
T, G
, 25
Use
of
w
ater
D,
S,I D,S
,I D,S
, I D,
S
D,S
D,S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on-
-
1929
-30
130 50 30 22
1937
-38
138 64 63 24 0 0
1947
-48
60 60 5 0 0 0
Rem
ark
s
Cas
ing:
92
0 ft
of
8-in
. ;
25
0ft
of
7;-
in.
;17
5 ft
of
6;-
in.
per
fo
rate
d.
Cas
ing:
1,
306
ft
of 8
-in
. T
emp
98 °
F.
Tem
p 96
°F
.
Cas
ing:
80
8 ft
of
8-in
. ;
404ft
of
5- in
.;20
0 ft
of
5-i
n.
per
fo
rate
d.
Tem
p9
8s°
F.
Rep
ort
ed s
tati
c he
adw
as 1
8i f
t ab
ove
grou
nd i
n 1
916.
Tem
p 96°F
.
Cas
ing:
22
0 ft
of
10-
in.
; 1
,20
0ft
of
8-i
n.;
312
ft o
f 6;-
in.
per
fo
rate
d.
![Page 173: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/173.jpg)
JL£l
13 14 *15 16 17 18 19 *20 21 22
Jt
1 I
1! I
U --
n3
Ml?
17
i N
E
In B
ig
Wel
ls.
19i
Nfi
--
12
| N
E -
-
13 N
E
111
E -
In B
ig
Wel
ls.
14 N
E
13 N
E
.r t?
ut?
rai
i~auu
Ban
k.
d
o
B.
F.
Pic
ket
t
Cit
y of
Big
W
ells
.
N.
Boy
d
R.
L.
Jenkin
s--
Cit
y of
Bru
ndag
e
M.
McL
ean
Cit
y of
Big
W
ells
.
Han
cock
Bro
s --
J.
F.
Web
b
Wci
Q
folf
eii
-.
£1.
otd
iier
~
Cri
bb
s &
D
avid
son.
Geo
rge
Cro
wel
l
R.
E.
Hom
er-
-
McC
rary
---
A.
fi.
fiar
dle
y-
Lay
ne-
Tex
as
Co.
Cri
bbs
&
Dav
idso
n.
Lit
tlej
oh
n
Dri
llin
g C
o.
Geo
rge
Leo
nar
d
A3
A
JL
1 Q
1 9
\-<y
\-ti
1928
1909
1914
1913
1909
1909
1937
1911
1912
Jt,
tUO
1,58
0
1,41
6
1,58
0
1,64
0
1,20
0
1,13
7
1,22
4
1,35
5
1,36
5
1,41
0
10
1,46
9
1,58
0
1 1
°.7
1,40
0
2/1
7.1
53.9
5/74
. 0
92
.8
98
.9
1 n
10
O
Q
9-1
4-4
8
U1
Q
OQ
1-16
-48
9-14
-48
Tf*
i
25 25 42 25 20 25
I I
DC
I DC I
44 4°.
01 80 45
19 O 1
2
48 0
131
9^
on 0 55 0 60
Cas
ing:
30
2 ft
of
8-
in.;
883
ft
of 6
-in
.;
284
ft o
f 6-i
n.
per
fo
rate
d.
Cas
ing:
84
0 ft
of
8-
in.;
260
ft
of 7
i-in
.;
480
ft o
f 6i-
in.
per
fo
rate
d a
t in
terv
als.
Cas
ing:
40
6 ft
of
10-
in.;
829
i ft
of
8-i
n.;
21
8s f
t of
6 5
/8-i
n.
per
fora
ted.
Plu
gged
and
aba
ndon
ed.
Rep
lace
d b
y N
9-46
.
Cas
ing:
12
1 ft
of
8-
in.;
1,
259
ft o
f 7|-
in.
Tem
p 10
2 °F
.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
4.
Wat
er l
evel
, 43
. 56
, Ja
n.
22,
1948
.
Cas
ing:
40
0 ft
of
10-
in.
Bro
ken
sand a
t 89
5-95
0 ft
. S
uppl
ies
Big
Wel
ls.
Log
.
Tem
p 94
° F
.
Cas
ing:
1,
022
ft o
f 6-
in
.; 3
83 f
t of
5-i
n.
per
fora
ted.
tti
Oi
Crx
![Page 174: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/174.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mt
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Co
nti
nu
ed
Wel
l
N9-
23
24 *25 26
27 28
29
30 31
Dis
tanc
e,
in m
iles
, fr
om
--
Car
rizo
S
prin
gs;
14i
NE
~
1 A
1 IT
1 A
1 IT
n*
IP
17 E
17i
E -
Ow
ner
C.
W.
Bar
ker --
Dr.
L
. B
. Ja
ckso
n.
Mrs
. R
egin
a D
ulln
ig.
J.
Str
aitz
C.
W.
Bar
ker
P.
J.
Lew
is
Dri
ller
Lit
tlej
ohn
Dri
llin
g C
o.
Cri
bbs
&
Dav
ids o
n.
C.
W.
Whe
eler
d
o -----
G.
W.
Cro
wel
l
W.
E.
Sta
lter
-
d
o ---
-- --
Dat
e co
m
plet
ed
1927
1912
1910
1909
1912
1911
Dep
th
of
wel
l (f
eet)
1,30
5
1, 3
00±
1,54
0
1,39
4
1,24
0
1,22
6
1,40
8
Dia
m
eter
of
w
ell
(inc
hes)
10
20 8 6 6?
8 8
Dep
th
case
d (f
eet)
1,30
5
1,22
6
1,40
8
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
60.2
3/17
. 7
57.5
17.1
+
Dat
e of
m
easu
re
men
t
11-2
9-29
d
o-
9-14
-48
11-2
9-29
11-3
0-29
Met
hod
of
lift
T,G
, 55 T, G
, 50 T,G
, 25 T, G
, 15
C,G
, 8
Flow
s
T, E
, 20 T, E
, 25
Use
of
w
ater
D, S
D, I I D,S
I D,S N
I I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on- -
1929
-30
60 55
102 48 62
8
1937
-38
45 0
211 19
i
0 45 70
1947
-48
0
200
175 0 30
0
200
Rem
arks
Not
use
d in
194
7-48
.
Cas
ing:
20
8 ft
of
12|-
in
. ; 8
28 f
t of
10-
in. ;
27
5 ft
of
8j-
in.
per
fo
rate
d.
Log
.
Rep
orte
d fl
owin
g in
19
25.
Not
use
d in
194
7-48
.
Rep
orte
d,
in 1
938,
no
ir
riga
tion
sin
ce 1
936.
Tem
p 95
°F
.
Cas
ing:
86
8 ft
of
8-
in. ;
260
ft
of 7
i-in
. ;
300
ft o
f 6
i-in
. per
fo
rate
d.
OS
O5
C H
O
F
O
O
![Page 175: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/175.jpg)
32 33 35 36 *37 38 39 41
*42
1 7
3 IT
16f
E
- i
n1
TT
18?
E
18f E
-
99
TT
2li
E
- d
o
V.
I.
Pow
ers
--
d
o
G.
Lub
bock
V.
Mu
rrel
l -
Wal
lace
Roger
s-
C.
W.
Wh
eele
r
W.
M.
Doods
1914
1912
1,4
47
1, 5
00+
1,7
20
1,5
29
120
10 10 36
1,42
8
1,2
97
1,4
47
a/22.
8 62.4
a/1
6.0
46.2
12-
3-29
9-1
4-4
8
8-1
2-3
2
9-1
4-4
8
1-1
6-2
9
i, r
*,
25 Cw
t "
T,
G,
25
Trr
t *-
"»
25 T,G
,25 T,G
,20 T,G
, 20 T,G
,25 C
W1 "
1 I I D,S
,I D,S
,I D,S
, I D,S N
20 90 50 25
too
1 fi
io 0 0 37 60|
too
100
300 20 92 0
casi
ng:
oou
11 0
1 o-
in
. ;
400
ft o
f 7
?-in
. ;
158
ft o
f 6
?-in
. p
er
fora
ted
.
Cas
ing:
80
6 ft
of
6-
in.
; 25
6 ft
of
5- in
. ;
450
ft o
f 5-i
n.
per
fo
rate
d.
Log
.
Oat
s.
No
irri
gat
ion
dur
ing
1937
-38
seas
on.
W
No
irri
gat
ion
du
rin
g
CO19
37-3
8 se
ason.
oT
emp
96 °
F.
aC
asin
g:
1, 0
26 f
t of
8-
^
in.
; 83
ft
of 6
5/8
- >
in.
; 42
0 ft
of
6 5
/8-
in.
per
fora
ted.
min
eral
ized
. T
emp
80 °
F.
Oi
![Page 176: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/176.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Za
vala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
N9-
43
44
*45
O7-
1 2 3 4 5 *6 7
Dis
tanc
e,
in m
iles
, fr
om
--
Car
rizo
S
prin
gs:
2li
E -
19f
E -
17j
NE
26j
NE
26j
NE
26j
NE
27|
NE
22f
NE
Ow
ner
Wal
lace
Rog
er s-
Mor
tgag
e L
and
&
Inve
stm
ent
Co.
Fed
eral
Lan
d B
ank.
G.
W.
Hat
ch
d
o
d
o
d
o
F.
V.
Sta
ndif
er-
Dri
ller
Tri
nity
Dri
llin
g C
o.
Bob
Rob
erts
----
-do
d
o
d
o
d
o
Dat
e co
m
plet
ed
1928
1929
1929
1929
Dep
th
of
wel
l (f
eet)
1,76
0
100
2,20
0
1,80
0
1,80
0
1,40
0
110
140
160
Dia
m
eter
of
w
ell
(inc
hes)
8 5 6 12 12
12 12 5 5 5
Dep
th
case
d (f
eet)
1,76
0
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
27.0
172
129.
8
a/96.1
11
8.0
61.0
29.5
58.5
Dat
e of
m
easu
re
men
t
1-
3-30
3-15
-28
1-16
-48
11-1
8-29
9-
14-4
8
10-2
2-29
d
o
d
o
Met
hod
of
lift
T, G
, 20 C,W
C,W
C,W
C,W
Use
of
w
ater
N
N
N
N N
D,S N
D,S
S s
Lan
d ir
riga
ted
(acr
es)
for
seas
on
1929
-30
0
1937
-38
59 57 0
1947
-48
0 0 0
Rem
arks
OS
0
0 o W o
f o
o o
![Page 177: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/177.jpg)
R3-
1 2 3 4 5 *6 7 8 *9 10
Sl-
1 2 3
22 E
25 E
1 fl-
i- Q
W
12i
SW
isis
w--
16i
SW
15 S
W
5f S
W
33 G
W
2i
SW
2f
SW
2i
SW
W.
Ro
ger
s- --
D.
Ves
per
Hal
A.
Ham
ilto
n
d
o
W.
C.
Am
man
n-
Hal
A.
Ham
ilto
n
d
o -
S.
E.
McK
nigh
t-
Mrs
. C
har
les
Bra
ds h
aw.
Ett
a F
inha
ute
Cru
z P
ena
----
-
Jack
War
d -
-
Ho
war
d--
Ow
ens - -
Ch
arle
y
Lin
denb
orn.
Fra
nk K
ello
gg -
Elm
o O
wen
s---
S.
M.
Ow
ens-
1910
1909
......
1930
1929
1915
1930
1928
1927
1930
1916
1,8
00
1,8
00
475
600 50 250
253
320
462
250
235
10 c'
62 6 6 6 6 6 6 6 6 10
10 10
10 10
12
10
15 12
100
41.0
42.6
105.
3
101.
6
67.0
1-
4-3
0
2-1
0-3
0
d
o
1-
9-3
0
5-1
3-3
0
C,W
C,W
C, W
C,W
C,W
C,W
C,W
C,W
C,W
C,W
C,W
C,G
, ii
c,w
T,
E,
15 T,
G,
65 C,G
, 6
C,G
, 6
D,S
D,S
D,S
S S S D,S
D,S N
S S S D S D,S
,I
D,S
, I D
D
57 0 6
22
27 2i
5
33 0 0
Tem
p 9
9° F
.
Rep
ort
ed s
ands
at 2
10-
220
ft a
nd 2
30-2
40 f
t.
Tem
p 81
° F
.
W
> ffi
0 u > H
> CD
![Page 178: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/178.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
<51
-7 15 16 17 *18
1 Q
Dis
tanc
e,in
mil
es,
from
- -
Car
rizo
Spr
ings
:
3Q
T1T
23 S
W -
--
C *
Q
"\X
7
4i
sw
4,
SW
ol
o_
Ow
ner
ED
Car
twri
gh
t.
Bra
dsha
w.
Mrs
. F
. K
.D
a vis
.
DY
* \J
J
T
Nor
thcu
t.
C.
W.
Gil
fill
an&
Son
.
Dri
ller
Lin
denb
orn.
Lin
denb
orn.
Dat
eco
m
ple
ted
1 Q
93
1 Q
O3
1929
1930
1925
Dep
thof wel
l(f
eet)
295,
200
320
eter
of wel
l(i
nche
s ',
10 10 10 15 10 10 10 10 10 10
Dep
thca
sed
(fee
t) 0
20 20 20 30 Qn
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
45
2
57.6
5/54
. 9
65.1
39
0
3/9
9.0
114.
3
n
Dat
e of
mea
sure
m
ent
4-
1-30
7-2
1-4
7
3-
1-30
9-1
4-4
8
U1
d
9Q
3-1
8-3
012
-23-
48
Met
hod
of lift
CP 5 60 50
T,
E,
10 10
Use of
wat
er
I I I N D, S
,I D
O
N I
Lan
d ir
rigat
ed (
acre
s)
1929
-30
14 0
10 0 0 10 0 15
1937
-38
0
lit 0 0
45 0
1947
-48
0 0 0 45 0
Rem
ark
s
for
sever
al y
ears
pri
or
to 1
937-
38.
Tem
p 79
^°F
. L
og.
![Page 179: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/179.jpg)
Fra
nk
Kel
logg
-
A.
E.
Ear
dle
y-
A.
E.
Ear
dle
y-
G.
A.
Pet
ty
d
o ---
----
Elm
o O
wen
s --
d
o
1930
1902
1903
1932
1930
1932
1932
1930
1930
1932
410
350
280
640
380
323
326
6 10 10 6i
5 8 8 8 8 10 10 10 8 8 8
100
100
29
39
94
0
51 56.0
50.4
197.
2
20
2-2
0-3
0
11-1
2-30
3-
8-3
0
11-1
2-30
1913
T,
G,
25 T,
G,
65 C, W
C,W
C,W
C,W
C, W
T,
E,
15 T T,G
, 20 T,G
, 20 30
N
D,S
, I I D,S
D,S S S D,S
D,S
,I I I N N
N D,S
, I
Do I
1225 72 8 10 37
f
18
25
25 34
8
60 40
32
Rep
ort
ed d
rill
ed
thro
ugh
thre
e st
rata
of
san
d.
W Cfi
i i
O o H
![Page 180: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/180.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
wit
and
Zava
la C
ount
ies
and
east
ern M
aver
ick
Cou
nty,
Tex.
Con
tinu
ed
Wel
l
01
A
f\ 41 42 45 46 47 48
Dis
tanc
e,
in m
iles
, fr
om
Car
rizo
S
prin
gs:
5s S
W
41
<S
Ow
ner
d
o
d
o
d
o
d
o
d
o
Dri
ller
O.
F.
Web
b
d
o
d
o
d
o
d
o
I. C
. C
ribb
s
Dat
e co
m
plet
ed
1947
Dep
th
of
wel
l (f
eet)
QC
C
670
Dia
m
eter
'
of
wel
l (i
nche
s)
10 10 10
10 10 10 10 10 10 10
Dep
th
case
d (f
eet) 40 Rn
40 60 40 40 40 40
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
Dat
e of
m
easu
re
men
t
Met
hod
of
lift 30 15 20 15 T.N
g,
40 72 62 72 72 50 40
Use
of
w
ater
DC I I I I I
Lan
d ir
rig
ated
(ac
res)
fo
r se
ason
1929
-30
1937
-38
24
1947
-48
40 20 40 40 on
on
150
100
Rem
arks
of I
ndio
for
mat
ion.
Do.
1947
-48.
to o
w
o
f
o
a M!*
![Page 181: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/181.jpg)
51 52 53 54
*S2-
1 2 *3 *4 *5 *8 10
2|
SE -
5 S
12 S
W
2i
SW
83 S
E -
3j
SE
O
*
Op
3|
SE
33 C
C1
4 O
Ji --
3f S
E -
4 SE
___
__
4i
SE -
4i
SE -
4.
SE -
Ear
dle
y E
stat
e -
Wal
ker
Bur
ns -
-
Car
l Jo
hnso
n -
Mog
ford
&
Kim
ble.
F.
Guer
rera
-
Ste
nnit
t &
O
elker
s.
d
o
B.
Bou
nds
-
d
o
W.
E.
Wro
e -
N.
Bor
den
----
-
Ear
dle
y E
stat
e -
d
o
d
o
O.
F.
Web
b
R.
B.
Ow
ens
--
Ow
ens -
Hum
ble
Oil
&
Ref
inin
g C
o.
Burk
ett
d
o
Cri
bbs
&
Dav
idso
n.
A.
E.
Ear
dle
y-
L.
Sim
ps o
n -
W.
W.
Mil
ler
A.
B.
Web
b
W.
W.
Mil
ler
-
1946
1948
1930
1946
1925
1926
1926
1927
1903
1921
1918
1926
510
600
600
fiQ
Q
670
fi?n
10 10 10 10 10 m
60
1 f\
f\
Kf\
f\
OO
A
9fi
R
1 f\
f\
70 41
Cf* 10
Ti?
30
T17
25 15
T17
25 25 N
I
DC I
DC I I D I
24
on
e n
15 AQ
OK
ml n
40 Of!
infi
Oil
tes
t.
Tem
p 83
°F
.
Tem
p 83i°
F.
Log
.
Rep
ort
ed f
low
ing
100
gpm
in
1903
; no
ne i
n 19
13.
Bri
dged
at
33
ft i
n 19
38.
Now
use
d f
or
hous
e w
ell.
T
emp
85
°F.
Form
erly
use
d i
n co
n
junc
tion
wit
h S
2-9,
S
2-10
, an
dS
2-l
l.
Tem
p 83
°F
.
oo
![Page 182: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/182.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
S2-
11
12 13
15 16
17
*18 19 20
21 22
Dis
tance
, in
mil
es,
fro
m
Car
rizo
S
prin
gs:
C Q
P
7 £
71
i?
7 £
A
QC
l
Z oll
j---~
Ow
ner
Ear
dle
y E
stat
e -
Ric
har
dso
n
Est
ate.
Fra
nci
s G
ille
r--
W.
S.
Min
us -
Fra
nci
s G
ille
r--
Ala
mo
Lum
ber
Co.
d
o
Joe
Whi
te
J.
A.
Hib
don
Dri
ller
W.
W.
Mil
ler
-
Luk
e S
imps
on -
d
o
Elm
o O
wen
s---
A.
B.
Web
b
d
o
A.
E.
Ear
dle
y-
Dat
e co
m
ple
ted
1903
1900
1915
1913
1910
1910
1930
1903
1903
1904
1915
Dep
th
of
wel
l (f
eet)
640
601
601
700
723
700
670
600
418
500
k
740
Dia
m
eter
of
w
ell
(inc
hes)
10
12 12 8 si 6 10 5
5/8 ei 8 12
Dep
th
case
d
(fee
t)
100
300±
153
350
518
215
200 80 740
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
Dat
e of
m
easu
re
men
t
Met
hod
of
lift
T,G
, 20
T,
G,
15
T,
E,
25
C,W
C,G
, 25
Use
of
w
ater
I N N I N
N D,S
, I N N
D,S
D,S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
0 10 45 50
8
100
1937
- as
45
262 0
105 0 25 118
1947
-48
0 0 75 0 40
0
Rem
ark
s
Tem
p 84
°F
. S
alty
w
ater
.
Tem
p 83
°F
.
Tem
p 83
°F
.
Rep
ort
ed n
o ir
rigat
ion
for
sever
al y
ears
pri
or
to 1
937-
38.
Cas
ing:
20
0 ft
of
12-
in.
; 40
0 ft
of
8-i
n.
; 14
0 ft
of
5-i
n.
per
fo
rate
d.
o W o r
o
o
![Page 183: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/183.jpg)
23 *24
*25 27 28 29 30 31 32 33 34 35 36
5 SE
6 SE
~
65 S
E -
g!
gg _
__
10i
SE
5 SE
6i
SE
6. S
B--
6iS
E-~
7 S
E -
7 SE
gi
SE
__
6i
SE -
A.
J.
Vot
aw -
G.
S.
Gay
---
---
Osc
ar P
oll
ard -
-
Mrs
. J.
A
.M
cDon
ald.
F.
T.
Full
er
H.
Rou
w --
J.
N.
Lock
ley--
Wil
liam
Wer
ner
H.
F.
Dil
linger
-
Kim
ble
Lan
d &
Cat
tle
Co.
H.
W.
Go
od
pas
ter.
Farr
ow
-- ---
---
Wia
trie
ch
W.
W.
Mil
ler
-
Luk
e S
imps
on -
W.
W.
Mil
ler
-
Luk
e S
imps
on -
Fra
nk K
ello
gg -
L.
Sim
pson
---
A.
E.
Ear
dle
y-
1916
1928
1927
1925
1927
1927
_ _
600
667
677
1,00
0
680
650
625
693
1,00
0
600
675
6 12
10 8 6 10 10 6 10 6 6
290
420
820
250
377
400±
450
2/13
6. 0
16
3.7
5/75
. 2
74.2
87.8
11-
1-28
9-1
4-4
8
11-2
6-29
9
-14
-48
10-2
2-29
T,
G,
20
T,
E,
25
T,
G,
20
T,G
, 60
C,W
T,
E
T,
G,
25
T,
G,
20
T,
G,
25
T,G
, 25
T,G
, 20
D,S
,I I
D, S
DO
- O
Do j O I
D,S
,I
D,
S, I
D,S
,I N I I N
20 92 40 56 55 30 83 70 70 69
0
105.
60 0 935
24 57 44 0 30
40 0 0 70 24 57 30 60 0
Tem
p 83
°F
.
Tem
p 83i°
F.
Not
use
d i
n 19
47-4
8.
Com
plet
ed b
efore
191
0.
Ori
gin
al d
epth
, 38
0 ft
.D
eepe
ned
to 6
80 f
t.R
eport
ed,
in 1
938,
no i
rrig
atio
n s
ince
1933
. (j
j
02 0 > i-3
Com
plet
ed b
efo
re 1
910.
Rep
ort
ed n
o ir
rigat
ion
for
sev
eral
yea
rspri
or
to 1
937-
38.
Com
plet
ed b
efore
191
5.A
band
oned
.
Cn
![Page 184: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/184.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
oo_07
on 40 42 44 45 46 47 48
Dis
tanc
e,in
mil
es,
from
--
Car
rizo
S
prin
gs:
al
Qpi
fi1
GIT
a 1
CT
ci
7|
SE -
_i
7i
SE
7
Q.1
?
Ow
ner
I.
C.
Min
us -
WF
W
fno
-
Dri
ller
W.
D.
Mor
riso
n
W.
W.
Mil
ler
-
Dat
eco
m
plet
ed
1911
1929
1912
1922
1922
1 Q
n/>
Dep
thof wel
l(f
eet)
800
700
600
650
Ofl
q
eter of w
ell
(inc
hes
R1
fi1 54 ei 10 10 10 19
19 10
Dep
thca
sed
(fee
t)
500
300
350
ocn
ocn
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
re
rj
5/18
0
Dat
e of
mea
sure
m
ent
Met
hod
of lift
TC
1
20
TIT 20
C W
C W
T,N
g,
60
C,W
T,G
, 25
Use of
wat
er
Da
I
DO I
Do
Do
N
D,S
Lan
d ir
rig
ated
(ac
res)
1929
-30
40 40 20
1937
-38
po3 g 4 0 0 5*
1947
-48
94
on 0 0 0 10
Rem
arks
for
seve
ral
year
spri
or
to 1
937-
38.
Tem
p 81
f°F
.
1917
.
glyc
erin
e,
repo
rted
capa
city
inc
reas
edfr
om 2
00 t
o 90
0 gp
m.
![Page 185: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/185.jpg)
50
51 53
54
56 57
58 59
60 *62 63
64
71
7'S
E
7|
SE
7 1
op
1\
SE
-
7i
SE --
7i
SE
7i
SE -
8 SE
85 S
E -
In Ash
erto
n
In Ash
erto
n
ft
CjE
1 _
__
C.
H.
Ris
ley
d
o ------
Mrs
. R
. D
. C
ampb
ell.
d
o
W.
C.
Sm
ith
D.
O.
Lef
twic
h
P.
D.
Sm
ith -
W.
A.
Wil
liam
s -
Geo
rge
Cou
rtne
y
O.
Cra
nber
ry
C.
C.
Cap
erto
n -
W.
C.
Cam
pbel
l-
Cen
tral
Pow
er &
L
ight
Co.
Ala
mo
Lum
ber
Co.
d
o ---
--
N.
Sim
pson
-
J.
C.
Moo
re
N.
Sim
pson
-
W.
W.
Mil
ler
-
Cri
bb
s &
D
avid
son.
C.
Dav
enpo
rt
N.
Sim
pson
N.
Sim
pson
-
Lay
ne- T
exas
C
o.
W.
W.
Mil
ler
-
d
o
1909
1909
1909
1909
1917
1911
1922
1911
1910
1923
1926
1907
1914
666
860
643
650
680
499
691
749
537
640
600
740
6 6 6 6 6 10 6 10 8 6 12 6 12i
400±
373
373
400
320
350
320
310
350
352
300
52.5
93.3
6-1
9-2
7
10-1
5-29
C,W
C, W
T,G
, 15 30
'
T,G
, 25
C,W
T,G
, 25
T,G
, 25
T,
E,
25
D, S
N
D,S N
D,S I
D,S
, I
D,S
D,S
, I I N
N P N
N
8
21 33
78
22 63
100 21
60 125
« 0 11 37 0 63
30 29i
0
121*
0 0 0 37
50 100 20 0 0 0
Rep
ort
ed n
o ir
rig
atio
n
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
Rep
ort
ed f
low
ing
125
gpm
whe
n dri
lled
.
Com
plet
ed b
efo
re 1
910
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
5.
Sup
plie
s ci
ty o
f A
sher
ton
. T
emp
82 °
F.
Rep
ort
ed f
low
ing
300
gpm
in
1908
.
Tem
p 8
4 °F
.
W
![Page 186: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/186.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
S2-
65 66 67
68 69
70 71
72 73
74
75
Dis
tance
, in
mil
es,
fro
m
Car
rizo
S
prin
gs:
85 S
E
83 oc»
Q
CJT
9 SE
8i
SE -
81
GIT
9 SE
85 S
E -
Ow
ner
Pol
o V
asq
uez
- --
d
o
d
o
J.
G.
Gar
cia
-
E.
T.
Gri
sham
-
Mrs
. M
aggi
e T
oil
et.
E.
T.
Gri
sham
-
d
o
Mrs
. W
. R
. H
arri
s.
Ala
mo
Lum
ber
C
o.
Dri
ller
Geo
rge
Cro
wel
l
..
Geo
rge
Cro
wel
l
Fre
d P
oole
^
S.
M.
Ow
ens
--
Dat
e co
m-
plet
ec
1910
1921
1910
1917
1915
1915
1917
1917
Dep
th
of
wel
l (f
eet)
774
774
740
600
586
716
680
730
736
Dia
m
eter
of
w
ell
(inc
hes!
12 6 6 6 6 6 6 8 6 8 6
Dep
th
case
d
(fee
t)
774
300
360
350
300
300
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
67
.8
Dat
e of
m
easu
re
men
t
12-2
1-38
Met
hod
of
lift
T,
E,
25
T,G
, 25
........
T,G
, 42
C,W
Use
of
w
ater
N I N I N
N N I N
N
S
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
110 0 8
1937
-38
0 0 17 9i
iz 16 2 2 0
1947
-48
80 0 20 0 0 60 0 0
Rem
ark
s
Cas
ing:
32
0 ft
of
12-
in.
; 45
4 ft
of
9 5/8
- in
. per
fora
ted.
Com
plet
ed b
efo
re 1
905
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
3.
00 o H O r
o
o
![Page 187: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/187.jpg)
76 77 *78 79 80 81 82 *83 84 85
9 SE
9 SE
10f
SE
U1
Of
11 S
E
Ui
cip
Ul
Qlp
Hi
SE
U1
QP
Hi
SE
O.
K.
Bra
une
--
McC
lend
on -
- -
Ro
ger
Bro
wn -
P.
G.
Scr
ug
gs-
-
C.
C.
Mul
l
Ala
mo
Lum
ber
Co.
G.
Gri
sham
-
C.
M.
Dec
ker
--
A.
E.
Pow
ell
G.
A.
Pet
ty
N.
Sim
pson
L.
Sim
pson
Cri
bbs
&
Dav
idso
n.
Flo
yd T
rim
m
W.
W.
Mil
ler
-
Cri
bb
s &
D
avid
son.
1928
1911
1910
1926
1926
1917
1928
690
1,0
00
960
933
1,1
00
822
985
10 10
12 12
10 10 81
10
400
400
250
312
830
822
742
2/19
0. 8
2
12
.0
144.
9
12-
7-29
9
-15
-48
12-2
0-38
C,G
, 10
C,G
, 6
C,G
, 20
T,
E,
25
T,G
, 20
T,
G.
37i
T,N
g,
60
D,S N D,S D D,S
,I
D,S
,I
D,S I N N
18 20 60 20 100 55 113 85 5 75
igi 0 0 0 60 12 82 0 0 0
0 0 0 0 60 80 0
107 0 0
Cas
ing:
24
0 ft
of
10-
in.
; 16
0 ft
of
8- in
.T
emp
86°
F.
Rep
ort
ed,
in 1
938,
no
irri
gat
ion s
ince
194
2.
Rep
ort
ed,
in 1
938,
no
irri
gat
ion
sin
ce 1
933.
Tem
p 88
° F
.
Rep
ort
ed,
in 1
938,
no
irri
gat
ion
sin
ce s
pri
ng
of 1
937.
Tem
p 89
°F
.
Cas
ing:
16
5 ft
of
10-
in.
; 40
0 ft
of
8- in
. ;
265
ft o
f 6
5/8
-in.
per
fora
ted
. T
emp
88
°F.
Cas
ing:
40
0 ft
of
85-
in.
; 42
2 ft
of
7i-
in.
per
fora
ted
. R
epo
rted
,in
193
8,
no i
rrig
atio
nsi
nce
193
2.
Cas
ing:
30
2 ft
of
10-
in.
; 44
0 ft
of
8- in
.R
eport
ed,
in 1
938,
no i
rrig
atio
n s
ince
1932
. T
emp
89°F
.
CD
![Page 188: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/188.jpg)
Tab
le 9
. R
ecor
ds d w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l 07
O /
no
OO
QQ ou Q1
571 93 94
Dis
tanc
e,in
mil
es,
from
Car
rizo
S
prin
gs:
II1
SE
---
4
121
SE
a
1 9
Q C
11
^2
O
ci-
-
19
fip
1...
131
SE
4 x
13i
SE
Ow
ner
D.
J.
Hill
Mil
ler
&H
olse
nbac
k.
Joe
Mos
s --
--
H.
A.
Dill
on
d
o ------
Cat
arin
a F
arm
s
Dri
ller
Fre
d P
oole
-
Fre
d P
oole
-
Cri
bbs
&D
avid
son.
Fre
d P
oole
-
Floy
d T
rim
m
Dat
eco
m
plet
ed
1928
Dep
thof wel
l(f
eet)
1,02
1
1,02
0
1,01
6
1, 3
85
1,01
8
1,08
5
'
Dia
m
eter of w
ell
(inc
hes)
10 10 10 10 10 10 10 10
Dep
thca
sed
(fee
t)
797
f &
f
712
795
1,01
8
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
153.
5
a/1
90
719
3.0
Dat
e of
mea
sure
m
ent
19
1
? 9Q
Ltt
1
0-^3
7-10
-46
Met
hod
of lift
T, G
, 40
C
W
TC
1>
-u
,
20
T, D
, 60
T, G C
W
Use of
wat
er I
Do
, D
Do
J O
)
I N I N
Lan
d i
rrig
ate
d (
acre
s)io
r se
dsu
n -
1929-3
0
77 on oU 145
100
on
OU
1937
-38
0 0 70 70 1 O 0 0
1947
-48
on
OU 0 0
on
ou 0
Rem
arks
Rep
orte
d,
in 1
938,
no
irri
gati
on s
ince
193
6.T
emp
91 °
F.
Cas
ing:
34
4 ft
of
10-
in. ;
368
ft
of 8
j-in
.R
epor
ted,
in
193
8,no
irr
igat
ion
sinc
e19
33.
Tem
p 88
°F.
Tem
p 80
° F.
Cas
ing:
40
0 ft
of
10-
in. ;
320
ft
of 8
i-in
.;32
1 ft
of
5 3/
16- i
n.pe
rfor
ated
. R
epor
ted
in 1
938,
no
irr
igat
ion
sinc
e 19
33.
Rep
orte
d,
in 1
938,
no
ir
riga
tion
sin
ce 1
930.
Log
.
00 o a w o f o
o
![Page 189: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/189.jpg)
95 100
102
*103 10
4
105
14 S
E
15|
SE
15
| SE
4
Q P
K
Op
Wil
liam
Rav
er
J.
H.
Lon
g
R.
A.
Sm
ith -
J.
P.
Gil
es -
Rey
nold
s.
Fre
d P
oole
-
____
_ _
__
_ _
Flo
yd T
rim
m--
1928
1926
1 0
^9
1928
1 Q
01
1 Q
*i 1
1931
1,14
1
1,19
5
1,18
5
ci
9
OC
rt
500
700
8 10 10 10 10 si 81
81 81
10
872 90
138.
2
-/1
09.
811
5.5
^/nn
11-2
0-29
10-2
5-29
12-2
3-48
1932
C, W
T-p
25
_ _ _
__ _
TP
20 10 6 30
D,S I N N i i
DQ
31 rtA
1
70 45 130
0 0 0 0
0 0
20 0 0
Cas
ing:
8-i
n.
cem
ente
d
at 8
72 f
t.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
sin
ce 1
931.
irri
gat
ion s
ince
193
5.
irri
gat
ion s
ince
193
1.
irri
gat
ion s
ince
193
5.
Tem
p 9
l|°F
.
Rep
ort
ed,
in 1
938,
no
irri
gat
ion s
ince
193
4.T
emp
91°F
.
Not
use
d d
urin
g 1S
37-
38
seas
on.
in.;
123
ft
of 8
-in.
set
at 5
63 f
t.
W 00
![Page 190: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/190.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l i no.
*iu 112
110
114
115
*1 1
R
117
Dis
tanc
e^in
mil
es,
from
--
Car
rizo
S
prin
gs:
81
Q C
1
73
QP
14s
SE
5Q
TT
-
4!
op
_
51
QC
1
5Q
TT
3 op
4 S
R-
Ow
ner
J.
H.
Lon
g
N.
RnrH
on ---
Dri
ller
Floy
d T
rim
m--
I. C
. C
ribb
s --
d
o
d
o
-- -
Hr>
---
Dat
eco
m
plet
ed
1931
1944
man
Dep
thof wel
l(f
eet)
600
572
Dia
m
eter of w
ell
(inc
hes)
10 10
Dep
thca
sed
(fee
t)
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
110
140
100
i^s
Dat
e of
mea
sure
m
ent
11-
9-44
3-
7-45
7-
-48
Met
hod
of lift 60 25 20
T, G
,25
TIP
40 40 40
T
E
Use of
wat
er
Do I
Do I
D,S
,I I I i
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
1929
-30
1937
-38
15 44 85 in
1947
-48
0 10 10 24 inn
Rem
arks
in. ;
250
ft
of 5
3/1
6-
in.
perf
orat
ed.
Tem
p81
°F.
Orc
hard
irr
igat
ion.
with
SI-
50,
51,
52,
53,
andS
2-29
, 11
4,11
5,
and
135.
L
og.
with
N8-
114.
GC to O M
O
f
O
O
![Page 191: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/191.jpg)
118
119
120
121
122
123
124
125
126
127
128
129
130
1 3
1
8i
SE
43
oci
5? S
E -
51
o c
»
5 SE
43
op
3 S
R_ _
_-
Gen
e G
rish
am -
-
W.
E.
Wro
e -
Ear
dle
y E
stat
e -
Wil
liam
Volb
rect
W.
E.
Wro
e
d
o
.T
fi^la
r, . _
._
O.
F.
Web
b
Mil
ler
Bro
s -
W.
W.
Mil
ler
-
A.
E.
Ear
dle
y-
W.
W.
Mil
ler
-
n
F
Wohh---
1945
1943
1910
1916
1916
1920
1916
1903
1921
1926
1Q
4R
706
650
663
62 5
±
675
670
675
720
660
660
fiin
10 8 8 6 10 8 10 6 10
10 15
12 m
706
350
320
400
400
373 50 350
320
fiin
7019
43
T,G
, 60
T,G
T,
E,
30 T T,G
, 16
T,
G
C,W T
T T n
I I I
D,S
,I
D,S
D,S N
N
N
N
S I I T
55 59
0 0
120 11
60 25 0 0 17
70
Rep
ort
ed f
low
ing
400
gpm
whe
n dri
lled
. T
emp
82 °
F.
Rep
ort
ed n
o ir
rig
atio
n
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Do.
» U
l D
o.
g
Do.
G >
D
o.
H t>
Rep
ort
ed f
low
ing
1, 2
00
gpm
whe
n d
rill
ed.
Rep
ort
ed n
o ir
rig
atio
n
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Log
.
Use
d in
con
junc
tion
w
ithN
8-8
5,
N8-
88,
and
S2-
121
.
00
CO
![Page 192: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/192.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed00
Wel
l
S2-
132
*133 134
*135
Dis
tanc
e,in
mil
es,
from
Car
rizo
S
prin
gs:
31
OP
31
op
41
OP
43 o
p
5 O
P
41
OP
Ow
ner
d
o-
Tay
lor.
Dri
ller
I.
C.
Cri
bbs
--
I. C
. C
ribb
s
Dat
eco
m
plet
ed
1924
Dep
thof wel
l(f
eet)
420
452
624
4,01
3
eter of w
ell
(inc
hes
10 10 12
Dep
thca
sed
(fee
t)
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
Dat
e of
mea
sure
m
ent
Met
hod
of lift
TTT 30
TTT
30 20
TT7
1
40
TTT
40 40
Use of
wat
er
I
DC I
DC I
Do I I
Lan
d ir
rigat
ed (
acre
s)
1929
-30
OQ 0
1937
-38
0 32
1947
-48
1 7Q
Rem
ark
s
wit
h 32
-116
. L
og.
for
sev
eral
yea
rsp
rio
r to
193
7-38
.
oth
er w
ells
on
farm
. S
I-50,
51,
52,
53,
and
S2-
29,
113,
11
4,an
d 11
5.
![Page 193: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/193.jpg)
*S3-
1 *4
2al
__
21 E
----
-
21 E
----
-
. a
n1
QC
12
OIL
*--
17iS
E
l?^ S
E--
-
Wil
liar
r O
'Bri
en
C.
J.
Duc
os
Wea
ver
& G
ary
-
Ras
muss
en a
ndo
ther
s.
R.
E.
Bro
oks
--
C
War
d --
----
-
Em
erso
n,
O'B
anio
n &
Ric
k
Cat
arin
a F
arn.s
H.
Nol
t
A.
H.
Rif
e
Flo
yd T
rim
m--
d
o
W.
M.
Do
od
s
Flo
yd T
rim
m--
d
o-
1910
1927
1929
----
--
1 Q
9B1
<7A
O
1, 8
00+
1, 6
68
1,69
7
1, 7
76
1,40
0
1,26
3
1 9
fi^
lj £
iOO
6
12 10
1 D
ftft
1,
OU
U
1,4
00
1,7
76
1,0
98
970
no to no
o(O
. u
14
6.3
1-
4-3
0
1-3
1-3
0
1-
4-3
0
d
o
3-2
1-2
7
11
-19
-29
T,G
, 20
T,
G,
15
T,
G,
20
T,
G,
20
T,
G,
30
T,N
g,
40
C,W
Do
, O
,
I
D
S i i
Do
j O
,
I
Do
J O
;
I I N
D,S N
0 16 0 0
60 72 on oU 160
fif
tO
U
8 20 53 50 0 0 0 0 0
20 20
60 75
1 fin
loU 0 0 0
Cas
ing:
1,
400
ft
of 6
- in
. ;
400
ft o
f 5f
-in
.p
erfo
rate
d.
Flo
win
g,Ja
n.
4, 1
930.
Rep
ort
edte
mp
104°
F w
hen
dri
lled
.
Flo
win
g,
Jan
. 31
, 19
30.
Flo
win
g,
Jan.
4,
1930
.
Cas
ing:
1,
400
ft
of 8
- in
. ; 3
76 f
t of
7f-
in.
per
fora
ted
. R
epo
rted
flow
ing
50 g
pm
Jan
. 4,
1930
. T
emp
99 °
FF
eb.
1,
1928
.
Rep
orte
d no
irr
igat
ion
W
fo
r se
ver
al y
ears
I*
*pri
or
to 1
937-
38.
2 0R
epor
ted
no i
rrig
atio
n
for
sever
al y
ears
P
pri
or
to 1
937-
38.
[^
J-in
. se
t an
d ce
men
ted
at
1, 0
98 f
t.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
since
193
5.
Rep
orte
d,
in 1
938,
no
irri
gat
ion
sin
ce H
32
.T
emp
93°F
.
cem
ente
d a
t 97
0 ft
. R
eport
ed,
in 1
938,
no i
rrig
atio
n s
ince
1935
.
00
Cn
![Page 194: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/194.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
>S3-
10
11 12
13 14 15
16
17
18
Dis
tance
, in
mil
es,
from
Car
rizo
S
prin
gs:
19i
SE
21 S
E
1C
1
QIP
I7i
SE
1 7^
GIT
17 S
E
1 Q
G
G1
1 Q
1 o IT
Ow
ner
H.
H.
Co
ffie
ld
d
o
C.
N.
Bea
sley
--
Irw
in &
Mos
ley
-
Cat
arin
a F
arm
s
Dri
ller
Flo
yd T
rim
m
Flo
yd T
rim
m--
....
....
....
..
Dat
e co
m
ple
ted
1928
1924
1926
1928
1928
1928
Dep
th
of
wel
l (f
eet)
1,41
9
1,47
0
1,31
5
1,22
6
1,33
9
1,35
5
Dia
m
eter
of
w
ell
(inc
hes)
8 8 10
10 10
10
Dep
th
case
d
(fee
t)
980
951
1,02
1
985
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
5/8
3.
5 10
2.0
15
115
2/13
7. 8
15
2.5
71.0
Dat
e of
m
easu
re
men
t
12-1
7-29
9
-16
-48
1-
-30
10-
-29
8-2
7-3
6
9-16
-48
11-1
9-29
Met
hod
of
lift
T, G
, 40
T,
G,
40
C,W
T,
E,
30
C,W
Use
of
w
ater
I I S D,S
,I N N
N
D,S N
Lan
d ir
rigat
ed (
acre
s)
for
seas
on
- -
1929
-30
47
28 138
100 65
50 20
120
1937
-38
0 0 0
152 0 0 35
0
1947
-48
44
120 0 25 0 0 0 0
Rem
ark
s
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
4.
Tem
p 9
6°F
.
Rep
ort
ed n
o ir
rigat
ion
for
sev
eral
yea
rs
pri
or
to 1
937-
38.
Tem
p 94
°F
.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
3.
Cas
ing:
15
0 ft
of
10-
in.
; 83
0 ft
of
8- in
. T
emp
95 °
F.
Cas
ing:
10
- in.
se
t at
95
1 ft
. R
epo
rted
, in
19
38,
no i
rrig
atio
n
since
193
2.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
3.
Cas
ing:
10
-in.
se
t an
d ce
men
ted
at
1,02
1 ft
.
Rep
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
4.
00
O
5 o W
O f
o o
![Page 195: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/195.jpg)
19 20 21
*22 24 25 26 27
34-1 2 3
19; S
E
17i S
E
22
| S
E
In Cat
arin
a
McA
rdle
H.
A.
Dil
lon
C.
L.
How
ard
Cat
arin
a F
arm
s
191
SE
15; S
E
13; S
E
22 S
E -
15 S
E -
14
; SW
14;
SW
15;
SW
Fra
nk
lin
Shan
k
J.
P.
Gil
es -
R.
£.
Bro
oks
--
J.
T.
Bab
er
-
H.
A.
Dil
lon
W.
W.
McR
ory
-
McR
ory
Est
ate
-
Den
toni
o S
choo
l B
oard
.
Flo
yd T
rim
m
The
Tex
as C
o -
A.
E.
Ear
dle
y-
L.
Sim
pson
1927
1926
1928
1912
1946
1914
1811
1925
1,29
7
1,28
0
1,57
4
1,1
40
1,18
8
1,70
0
4,8
09
600
960
515:1
10
10 10 1 9
l
10
10 8 6 10 6
1,00
8
1,25
9
1,02
5
.......
200
250
i/10
4 15.0
102.
6
138.
2
127.
5
145±
174
181.
7
7-1
7-2
9
7-
5-30
12-2
2-38
11-2
0-29
12-1
4-29
1-
3-30
1927
2-
7-28
11-1
2-29
T,G
, 65
C, W
T,G
, 20
T,
E,
50
C,W
T,G
, 30
Cf,
G
20
C, W
C, W
C,W
I
D, S S P,
I
D,S N D,S
, I
D,S
, I
D,S
D,S N
65
27 140 75
120 55 30
oo
3 0 0 75 0 7 85 44 0
30 0 0 86 0 0
120
110
Cas
ing:
52
5 ft
of
10-
in.;
483
ft
of 8
-in
. se
t w
ith
lead
sea
l.
Tem
p 93
°F
.
Cas
ing:
31
5 ft
of
10-
in.;
62S
ft
of 8
-in.;
31
5 ft
of
per
fora
ted.
Rep
ort
ed,
in 1
938,
no
irr
igat
ion
sin
ce
1931
.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
5.
Cas
ing:
30
7 ft
of
12|-
in
.; 7
18 f
t of
10-
in.
Sup
plie
s to
wn
of
Cat
arin
a.
Tem
p
99
°F.
Rep
ort
ed,
in 1
938,
no
ir
rigat
ion s
ince
193
0.
Tem
p 89i°
F.
Flo
win
g on
Jan
. 3,
19
30.
Log
.
Oil
tes
t.
San
d re
po
rted
fro
m
380
to 4
00 f
t.
Re
p
ort
ed,
in 1
938,
no
ir
rig
atio
n s
ince
193
2.
Log
.
San
d re
po
rted
fro
m
450
to 4
75 f
t.
oo
![Page 196: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/196.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
Tex.
Con
tinu
ed
Wel
l
OC
1 g 4 *5 6 g 10
S6-1 2
Dis
tanc
e,
in m
iles
, fr
om
--
Car
rizo
S
prin
gs:
1 o 1
O
TI7
18
iS -
1 Q
O
F
1 Q
op
191
SE
19 S
E -
9H
<3
TT
Ow
ner
Dr.
E.
A
. G
ilso
nE
stat
e.
Fre
d R
eyhe
r
Dri
ller
J.
Culb
erso
n--
Dat
e co
m
plet
ed
1 G
9Q
1928
1 Q
9Q
1 G
9Q
Dep
th
of
wel
l (f
eet)
1,52
4
1C
QO
1,54
0
1,30
2
Dia
m
eter
of
w
ell
(inc
hes)
10 6 10 10 10 10 10
Dep
th
case
d (f
eet)
1,34
4
977
Wat
er l
evel
Bel
ow
land
su
rfac
e (f
eet)
1 Q
A
Q
122
2
115.
1
72
.0
QC
Q
69.0
Dat
e of
m
easu
re
men
t
12
10-2
9
12-1
1-29
12-1
1-29
12
11
20
Met
hod
of
lift
C,W
T,G
,44
Use
of
w
ater
S D,S
,I
Lan
d ir
rigat
ed (
acre
s)
for
seas
on--
1929
-30
120 20 on
1937
-38
0
115 0
1947
-48
0 7
Rem
arks
in. ;
662
ft
of 8
i-in
.
in. ;
703
ft
of 1
0- in
.
Rep
orte
d,
in 1
938,
no
irri
gati
on s
ince
193
5.
test
of
Nov
. 20
, 19
28.
Cas
ing:
30
0 ft
of
10-
in.
; 67
7 ft
of
8- in
.
in.;
721
ft
of 8
- in.
R
epor
ted,
in
193
8,no
irr
igat
ion
sinc
e19
37.
00 oo
o K o f o o
![Page 197: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/197.jpg)
3 *4 5 *8
Tl-
1 *2 */>
T4-
1
InC
atar
ina
21 S
E -
23 S
E
on o
p
2 1
1 S
E
22|
SE
26 E
---
--
243
O.
V.
Ray
W.
Her
bst
---
--
Jack
War
d --
Arc
her
y.
Jack
War
d --
--
1928
1 Q
9Q
1931
1 Q
1 9
1909
1911
1913
1910
1910
1,35
1
1,43
2
1,81
6 70
1,8
00
175
1,71
0
2,0
40
10 10 10 10 6
1,02
8
1,07
1
1,76
0
1,01
4
1,80
0
110.
8
a/23
. 0
22.3
4.Q
R
on a/3
5
29
.3
58
11-
5-29
11-
1-48
9-15
-48
10
21
30
1946
2-
1-28
9-2
1-4
8
T,
E,
60 20 125
T,
G,
15
C,
W 20 35
I N N
DO I
D,S
,I
D,
S
I
Do
165 0 40
0 70 149
110
375 60 110
Rep
ort
ed,
in 1
938,
no
irri
gat
ion s
ince
193
5.
Tem
p 9
4°F
.
Cas
ing:
1,
170
ft
of 1
0-
in.
; 59
0 ft
of
8i-
in.
per
fora
ted f
rom
1,
555
to 1
, 61
8 ft
.
8i-
in.
Sur
face
wat
er
sand 7
0 to
97
ft.
Oth
er s
and
s 1,
014
to
1, 3
58 f
t w
ith
sever
alle
nse
s of
sh
ale.
1940
. >
.
i i
O aF
low
ing
Feb
. 1,
19
28.
> >
Tem
p 10
2°F
.
Tem
p 10
0° F
.
1928
. T
emp
86
°F.
gpir
..
GO
![Page 198: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/198.jpg)
Tab
le 9
. R
ecor
ds o
f w
ells
in
Dim
mit
and
Zav
ala
Cou
ntie
s an
d ea
ster
n M
aver
ick
Cou
nty,
T
ex.
Con
tinu
ed
Wel
l
T4-
2
Dis
tan
ce,
in m
iles
,fr
om
--
Car
rizo
S
prin
gs:
o 1
7 1
rjci
OQ
op
Ow
ner
d
o
Dri
ller
Gas
Co.
Dat
eco
m
plet
ed
Dep
thof wel
l(f
eet)
8r\
Ao
eter
of wel
l(i
nche
s)
Dep
thca
sed
(fee
t)
Wat
er l
evel
Bel
owla
ndsu
rfac
e(f
eet)
Dat
e of
mea
sure
m
ent
Met
hod
of lift
C
W
Use of
wat
er
Lan
d ir
rigat
ed (
acre
s)
1929
-30
1937
-38
1947
-48
Rem
ark
s
CO o
o H
O
F
O
O
Wat
er l
evel
rep
ort
ed b
y ow
ner
or
dri
ller
.
![Page 199: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/199.jpg)
BASIC DATA
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties Maverick County, Tex.
191and eastern
Thickness (feet)
Depth II (feet) ||
Thickness (feet)
Depth (feet)
H7-10
N. Wheeless, 4f miles northwest of La Pryor]
g
sn
g
an
, 99oo
4
112
140144
H7-12
[Scott, 5 miles northwest of La Pryor]
Clay 17 50 5R
20 70 75 an
57 5 5
165 170 175
H7-20
[O. V. Vickery, 5i miles north of La Pryor]
Soil - - 99
00
d
9^CO.
fi7
1 O
07
no
1 ^n
H7-21
[O. V. Vickery, 5l miles north of La Pryor]
446
450
94 144164
H7-22
[O. V. Vickery, 5i miles north of La Pryor]
Gumbo - -- --- - --
52 10 35 20
55 65 100 120
ae,
3 37 15
140 177 192
H7-23
[O. V. Vickery, 4f miles north of La Pryor]
4 33 735
4 37 110 115
1314 25 15
128 142 167 182
H7-30
[A. R. Hibdon, 65 miles northwest of La Pryor]
Clay
Shalp hlno -- --- ---- -.
3 3
44 10 7n
36
50 60 isn
347 10 9
133 180 190 199
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192 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) ||
Thickness (feet)
Depth (feet)
M3-6
[M. Ramble, 16f miles west of La Pryor]
40 U
40 41s Sand, yellow to red, water-
10
AO 1
51|
100
M3-20
[Gus Black Estate, 16f miles west of La Pryor]
"Shell" 50
250 52
28 80
M3-24
[C. F. Jackson, 16i miles west of La Pryor]
48 12 20
48 60 80
10 12
90 102
M9-3
[Fred Erskine, 11^ miles west of Crystal City]
Sand, water-bearing, sweet -
40 10 10
2 18 47 13
7 11 57
40 50 60 62 80
127 140 147 158 215
Pack sand (some water), contained particles of lignite
Sand, white, coarse-grained,
65
56
90 6
280
336
426 432
Nl-5
[Grant, 3f miles northwest of La Pryor]
Clay, brown and light-colored - 52^ 20
2i 55 75
2874 l
103m 1
Nl-7
[D. H. Monkhouse, 4j miles northwest of La Pryor]
367
5 5
370 75 80
31 54 10
111 165 175
Nl-16
[Mathews Ranch, 6 miles west of La Pryor]
3 12 20 20
315 35 55
1 14 20 67
56 70 90
157
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BASIC DATA 193Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern
Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
Nl-17
[Mathews Ranch, 5 miles west of La Pryor]
10 82 18
10 92
110
5 10 9
115 125 134
Nl-21
[A. R. Hibdon, 3 miles northwest of La Pryor]
Soil 3 32 10
2 5
18 15 10
7
3 35 45 47 52 70 85 95
102
Sand, water-bearing -- -- 135 5 5 7
38 20
5 64
115 120 125 130 137 175 195 200 264
Nl-25
[J. A. Lanning, 3i miles north of La Pryor]
3 27 4094
3 3070Od
26 45 35
120 165 200
Nl-30
[J. P. Warren, 3 miles north of La Pryor]
9 2 6 5
15 20
12 14 20 25 40 60
8 9
20 17 3
60
71 80 100 117 120 180
Nl-38
[Earl Harvey, 1^ miles north of La Pryor]
plav _ -- 37 20 40 20
1 4 5
10 5 5
10
40 60
100 120 121 125 130 140 145 150 160
Sand, gray; small amount of
Sand, gray, fine-grained,
Shale, blue, sticky -- ----------
1 14 24 11
15 15
5
45 50
5
196 210 234 245
260 275 280
325 375 380
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194 GEOLOGY AND GROUND WATER, WINTER GARDEN. TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth If" (feet) ||
Thickness (feet)
Depth (feet)
Nl-45
[Paul Jessee, i mile northwest of La Pryor]
Soil, Clay, Clay, Sand, Shale. blue - -- - ------
80 15 25 20 60
80 95
120 140 200
Shale, dark- colored and15
3367
215
248 315
Nl-51
[Wilson, in La Pryor]
Clay
DOIT ____ __ ____ __ __ __ __ __ _ __ _____
Clay, light-blue
Shale, sandy, water-bearing
317 20 55
5 1
19 3
47 5
3 20 40 95
100 101 120 123 170 175
Shale, sandy, dark- colored-- --
San , water bearing
20 10 45 25
105 50 40 49 51
195 205 250 275 380 430 470 519 570
Nl-53
[J. A. Michalk, li miles south of La Pryor]
1077
10q _
200210245
Nl-55
[I. T. Pryor Estate, li miles south of La Pryor]
,
Shale, blue, streaked with
Shale, "soapstone" and
94 6
111 8 2 8
144
18
107
94 100 211 219 221 229 373
391
498
Shale, "soapstone" and
Sand, white, water-bearing ----- Shale
7
15 4
26 50
120 60 20
505
520 524 550 600 720 780 800
Nl-56
[T. L. Pitts, 2 miles south of La Pryor]
Clay 384 3
10 15 25
387 90
100 115 140
Shale, dark- colored, sandy,
Pepper sand and gravel,
10 35 15
30
150 185 200
230
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BASIC DATA 195
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth || (feet) ||
Thickness (feet)
Depth (feet)
Nl-57
[T. J. Dube, 2{ miles south of La Pryor]
Soil 317 20
3 20 40
46 11
86 97
Nl-62
[Mathews Ranch, 4 miles southwest of La Pryor]
Clay
Sand, dirty gray, water-
3 29
367 18
817
7
5fi
3 32 35
102 120 128 145 152
inn
220 70 60 10 15 30
5 20 20
400 470 530 540 555 585 590 610 630
Nl-66
[Mrs. Emma Mangum, 4 miles south of La Pryor]
Sand, gray, water-bearing-
3 27 5
50 35 5
40 2
83 10
3 30 35 85
120 125 165 167 250 260
40 35 3
112 15
115 15 5
55
300 335 338 450 465 580 595 600 655
Nl-75
[Sam Kone, 2f miles west of La Pryor]
Topsoil -- ---- Claj -
Clay, streaked with blue and
Sand, gray, fine, water-bearing-
337 27 11
12 31
1 8
10 2 5 6 2
14 10
1 6
21 5
340 67 78
90 121 122 130 186 188 193 199 201 215 225 226 232 253 258
"Paratish" rock -- - 1 9 4 2 1 1 8 1
11 8
60 5 7
12 1
17 15
5 5 8 1
131 140 144 146 147 148 156 157 168 176 318 323 330 342 343 360 375 380 385 493 494
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196 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N2-24
[Kirby Attwood, I mile southeast of La Pryor]
Clay
Clay
Shale, brown, streaked with
"Paratish" rock, hard and
Shale, dark (lignite)
3 12 10 23 6 2 9 8 2 2 1 2
14 11 1 4 6 5 1 . 8 5 2 1 8 1 8 3 1
17 2 4 3
9 13 3 9 1 5
2 2
315 25 48 54 56 65 73 75 77 78 80 94
105 106 110 116 121 122 130 135 137 138 146 147 155 388 389 406 408 412 415
424 437 440 449 450 455
457 459
Sand, gray (water) or pepper
Sand, gray, water-bearing or
Shale, black; coal and lignite
Shale, brown and gray, sandy
Shale, brown and gray,
4 2 5 7
29 3
11 3
17 2
18 2 4
13 5
35 5
17 17 3
18 4 2
7 7 1 6 2 8 4
17 6 2
91 1
169 171 176 183
212 215
226 229 246 248 266 268 272 285 290 325 330 347 364 367 385 463 465
472 479 480 486 488 496 500 517 523 525 616 617
N3-2
[J. B. Reeves, IT miles north of Batesville]
Clay, yellow 40 5
4045
Sand, fine, water-bearing -- 75 12
120 132
N4-4
[R. A. Nash, 10 miles north of Crystal City]
Shale, hard, gray and blue ------
30 10 30 40 23 70 29 38
30 40 70
110 133 203 232 270
Tj 1 1 34 26 12
3 7 5
13
490 524 550 562 565 572 577 590
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BASIC DATA 197
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N4-4--Continued
Shale, hard, streaked with
Sand, coarse-grained, water-
Sand, black, hard
88 90 41
5 6
84 4
358 448 489 670 676
760 764
Shale, brown ------------------
Rock
29 5
19 15
7 12
1 25
1
619 624 643 658 665 776 777 802 803
N4-13
[S. B. Carr Estate, 7 miles west of Crystal City]
Soil
Sand, hole full of water
5 25 30 20 50 5
85 10 25 3
32 13 27 7 7
26 10 25 10
5 30 60 80
130 135 220 230 255 258 290 303 330 337 344 370 380 405 415
Lime - - --- - 2 13 37
40 10 3 7 8 2
20 13 5 2
10 14 46
146
417 430 433 440 480 490 493 500 508 510 530 543 548 550 560 574 620 766
N4-36
[John W. Laird, 3i miles north of Crystal City]
Clay, yellow ----- -- -
Shale, blue; and hard sandrock--
60 20 70
125 225
60 80
150 275 500
Broken shale, hard; and
Sand, fine-grained, water-
Sand, coarse-grained, water-bearing - --- -----
290 20 70
10
76
790 810 880
890
966
N4-55
[D. C. Mandell, 7 miles west of Crystal City]
Soil
Shale, brown, sandy, water-
Lime "shell" -- - --- --
3 22 155 10 20 5
73 2 6
17 1
3 25 180 190 210 215 288 290 296
313 314
Shale, brown-- - - Sand, light- colored, water-
, ri"£
Gumbo, brown
21
15 50 15 25 7 3
10 60
165 18
335
350 400 415 440 447 450 460 520 685 703
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198 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N4-58
[D. C. Mandell, 8f miles northwest of Crystal City]
Soil
Sand, salty- -4 bailers water
6 34 60
5 75 10
100 50
6 40
100
105 180 190 290 340
Sand, water-bearing, tasted
Sand
Gumbo -
30 40 40 10 35 45 45 90
5
370 410 450 460 495 540 585 675 680
N5-9
[W. E. Richardson, 7 miles north of Crystal City]
Soil
Gumbo, brown -- - - -
30 45 15 35 10 10 60 10 15 5
25 35 5
50 5
29
30 75 90
125 135 145 205 215 230 415 440 475 480 530 535 564
Shale, brown - - - -
Gumbo, red-- -- - ------
10 11 3
41 5
20 5
25 60 1
15 95
100 5
73 5
240 251 254 295 300 320 325 350 410 565 580 675 775 780 853 858
N5-19
[I. C. Cribbs, 6 miles northeast of Crystal City]
Soil
Shale
Shale, hard, with layers of
Shale, blue, with layers of
Shale, blue, hard, with layers of sandrock -- - - - --
3 33
5 39 62
1 20 48 29
1 9 1
31 8 5 3
18
17 61
1 48
46
3 36 41 80
142 143 163 211 240 241 250 251
282 290 295 298 316
333 394 395 443
489
Shale, brown; and boulders -----
Shale, blue with layers of
Shale, blue with layers of
Shale, blue, soft; and gumbo
521
71 6
62
15 29
39 122
2 66 10
1 42
541 542 613 619 681
696 725
764 886 888 954 964 965
1,007
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BASIC DATA 199Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern
Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) ||
Thickness (feet)
Depth (feet)
N5-67
[W. B. Gates, 5 miles northeast of Crystal City]
Soil
Shal' b ^ 6 r
Sand; small amount of water --
Sand, hard, water-bearing --
Shale, gray - --
4 66 85 10 30 25 20 20 33
7 15 18 27 35
5 50 10
5 45
2 8
33 19
4 70
155 165 195 220 240 260 293 300 315 333 360 395 400 450 460 465 510 512 520 553 572
Shale, sandy-- -- -
Shale, brown - --- -
13 15 45 25 45
1 22
2 17 22
2 35
2 7 3
17 45 37
3 60 15 52
3
585 600 645 670 715 716 738 740 757 779 781 816 818 825 828 845 890 927 930 990
1,005 1,057 1,060
N5-69
[C. F. Jackson, 65 miles east of Crystal City]
Soil
Limestone and iron - - --
5 25 20 20 10 10 80 30 75 20 28
2 27
3 10 30 30 45 35
4
5 30 50 70 80 90
170 200 275 295 323 325 797 800 810 840 870 915 950 954
Shale, brown -- -- --
Shale, sandy, water-bearing -
35 4
31 55 10
5 7
13 55 20 10
200 21
160 25 15 22 30
1
360 364 395 450 460 465 472 485 540 560 570 770 975
1,135 1,160 1,175 1,197 1,227 1,228
N5-72
[Mrs. C. L. Coleman, 6^ miles northeast of Crystal City]
Soil
Shale, hlup -- -
377
120 20
5 25
5 25 30 Rn
380
200 220 225 250 255 280 310 afin
Sand, gray 20 8
42 8 3
11 8
25 30 2R
660 668 710 718 721 732 740 765 795 fl20
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200 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N5-72--Continued
Shale, brown- -------- _____
Sand, hale full of water --------
20 40 20 43
5 25 17
5 15
2 48 15 20
5
380 420 440 483 488 513 530 535 550 552 600 615 635 640
Shale, brown------ - -- -
Gumbo, brown -- --- - ----
20 4
38 2 8 3 9 7 3
11 10
101 10
111 3
840 844 882 884 892 895 904 911 914 925 935
1,036 1,046 1,157 1,160
N5-79
[City of Crystal City, in Crystal City]
Soil --
Shale
4 36 40 25 10 65 65 10 35 25 15 10 90
4 40 80
105 115 180 245 255 290 315 330 340 430
Shale, sandy - ----- --
Sand --- -- -
20 50 45 10 45 20 110 25 15 15
110 10 85
450 500 545 555 600 620 730 755 770 785 895 905 990
N5-88
[California Packing Corp., 8 miles northeast of Crystal City]
Rotary space--
Shale, sticky and streaked
Shale with hard streaks
Shale, streaked with lime and hard sand---- - --- --
5 53
2 161
212 36
6 118 140
10
120
5 58 60
221
433 469 475 593 733 743
863
Shale, streaked with lime ---
Sandstone with hard streaks ---
Shale, streaked with sand
37 9 2
13 29 24 28 60 85
5
900 909 911 924 953 977
1,005 1,065 1, 150 1,155
N5-92
[California Packing Corp., 9i miles northeast of Crystal City]
Surface soil and clay ---------
Shale; and streaks of hard sand--
Skale, sandy; and hard sand
Sand, hard -----
43 167 60
226 3
143 2
13 5
43 210 270 594 597
740 742 755 760
Shale; and shell streaks-- -- -
Shale; and streaks of shells
Shale, sandy; and hard sand
Shale, sticky-- --
30 10 58 55
5
227 77 31
8
300 310 368 815 820
1,047 1,124 1,155 1,163
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BASIC DATA 201
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex^ Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N5-98
[Robert S. Yantis, 6| miles northeast of Crystal City]
Soil -
Sand, water-bearing, fresh-----
Sand, water-bearing, salty -----
Shale, brown--------- - --
7 73 75 29
2 14
115 10
5 100 90
7 80
155 184 186 200 315 325 330 430 520
Sand, water-bearing --- ---- 10 85 15 50 35 10
5 45
200 5
530 615 530 680 715 725 730 775 975 980
N6-3
[L. G. Gates, 12 miles east of Crystal City] Deepened from 1, 287 to 1, 313 feet in 1929
Clay, yellow
Sandrock -- -- --- ---
30 6
122 4
190 6
152 5
89 117
5 73
5 60
9 4
30 36
158 162 352 358 510 515 604 721 726 799 804 864 873 877
Gumbo, hard---- -----
Shale
Blue sticky gumbo or shale -
30 34 56
5 60 20
5 20 30 22
120 8
26
907 941 997
1,002 1,062 1,082 1,087 1, 107 1, 137 1, 159 1,279 1,287
1,313
[Carl Reiker, 8^ miles north of Carrizo Spring
Soil 2 5
17 8
12 14 27
160 2
23 12
173 34
2 7
24 32 44 58 85
245 247 270 282 455 489
Shale, gray, sandy ---- -
Sand, hard, fine, water-
Shale, sandy with lenses
Sand, coarse-grained,
Shale, green --------- ---
33 3
58 15 52
25 35
48 32
4
2234
522 525 583 598 650
675 710
758 790794
1,017 1,021
N7-40
[Lynch Bros., 62 miles northwest of Carrizo Springs]
Caliche and white sand -- -- Shale, gray and blue -- - --
25 27
25 52
Sand, yellow, mediurr-fine - Sand, coarse, water-bearing- - 112
76 188
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202 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) |
Thickness (feet)
Depth (feet)
N7-46
[State of Texas, 7| miles northwest of Carrizo Springs]
Soil - -Clay
Coal
Sand, hard - -- ----
3 17 20 20 37 3
127 10 2
16 20 25 44 23 1
71 15 30 10
3 20 40 60 97 100 227 237 239 255 275 300 344 663 664 735 750 780 790
Shale, brown--- ------- --
Gumbo-- ---------------- --
26 37 53 10 2
13 45 5 5
15 5
75 5
55 15 40 20 102
370 407 460 470 472 485 530 535 540 555 560 635 640 845 860 900 920
1,022 1,022
N7-51
[Sam McKnight, 6 miles northwest of Carrizo Springs]
Soil 4 20 70
4
4 24 94 98
Gumbo, blue; with pyrites -- -- 67 4077
N7-65
[L. A. Warren, 4 miles northwest of Carrizo Springs]
Soil
Sand, water-bearing ------- --
7 40 23
7 47 70
Sand and clay -- ----
Sand, clay and shale -- -------
35 20
105
165 205 282
105 125 230
N7-66
[J. A. Heyman, 3f miles northwest of Carrizo Springs]
Soil and caliche -- -----
Shale, gray _ ____.__
20 35 15
145 25
20 55 70
215 240
Sand, water-bearing -- -- - 15 5
20 52
255 260 280 332
N7-77
[Sam McKnight, 3 miles west of Carrizo Springs]
Soil --day ---------
Shale, gray -- ----- --
3 9
22 3
18 43
7 5
15
3 12
124 127 145 188 195 200 215
Sandstone--
Sand and shale, water-bearing --
61 29 37 38 15
113 2
16
73 102 252 290 305 418 420 436
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BASIC DATA 203
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N7-96
[Central Securities Co., 3| miles west of Carrizo Springs]
Soil
Sand, water-bearing - -- -----
3 5
32 25 15 16
2 12
1 7
38
40 65 80 96 98
110 111 118
Shale, brown-- - ---- 2 4 2
19 20 13 54
8 32
120 124 126 145 165 178 232 240 272
N7-148
[J. H. Long, in Carrizo Springs]
Soil
Clay, yellow, sandy,
Sand, blue, water-bearing,
Shale, brown - --- --
1 5 4
12 20
8 3
14 7
11
8 3
10 13 3 5
26 15 1 5 2
1 6
10 22 42
50 53 67 74 85
93 96
106 119 253 258 284 299 300 305 307
Coal (lignite) 7 2 6 4
30 4
14 7 5 7 4 3 14 3
11 10 38 12 2 8
25 5
126 128 134 138 168 172 186 193 198 205 209 212 226 229 240 250 345 357 359 367 392 397
N7-151
[E. Goodwin, 85 miles north of Carrizo Springs]
Surface soil -----
Sand, blue, water-bearing,
Shale, brown -----
217 17
6 24
6 20
22 34
219 36 42 66 72 92
114 148
Shale, blue 12 45
7 16 18 12 32 65
160 205 212 228 246 258 290 355
508883 O 60- -14
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204 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N7-153
[L. H. Upchurch, 1 mile west of Carrizo Springs]
Soil
Coal
li&z 19 4
18 3 2
la 5
24 28 46 49 51
Shale, blue, sandy--- -
Shale, light- brown---- -
32 22 17 46
3 11 33
83 105 122 168 171 182 215
N7-157
[H. Rouw, 4 miles north of Carrizo Springs]
Sand; soil-- ----- - _ __
Sand; small amount of water,
347 90 10 50 40
20
3 50
140 150 200 240
260
Shale, brown - --- - ---
Sand, white, water-bearing,
Sand
10 30
12 18 10 10 15
200
270 300
312 330 340 350 365 565
N7-164
[H. Rouw, 3i miles northwest of Carrizo Springs]
Soil Caliche ---
Shale, blue--- --- -- -- --
4 11 25 30 80
4 15 40 70 150
Sand- ---- 155 25 40 25
305 330 370 395
N7-168
[G. E. Whitney, 3i miles northwest of Carrizo Springs]
Caliche ----
Sand
35 45 50 45 15 10 10 20 40
35 80 130 175 190 200 210 230 270
Shale, blue ------ -- 25 13 22 25 30 5
40 48
295 308 330 355 385 390 430 478
N7-170
[H. Rouw, 3 miles north of Carrizo Springs]
Soil
Sand; small amount of water ----
Shell, hard -----
4 8
13 55 20 20 35 10 35 12 2
4 12 25 80
100 120 155 165 200 212 214
Shale, sandy-- - --
'
10 4
62 10 10 10 75 15 5
45
224 228 290 300 310 320 395 410 415 460
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BASIC DATA
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) ||
Thickness (feet)
N7-173
[City of Carrizo Springs, | mile north of Carrizo Springs]
Caliche
Sand
20 92
3 3
137
20 112 115 118 255
Shale, gray; tight sand - 15 55 13
Depth (feet)
270 325 338
N8-10
[Sam Ward, 4| miles east of Carrizo Springs]
Soil
Shale, blue, sandy------
3 17 40 75
6 9 5
108 5
97 15 55
3 20 60
135 141 150 155 263 268 365 380 435
Sand, water-bearing, salty--
Shale, blue; with ledges of
Sand, water-bearing, streaked
Quartz sand, white, very
30 120
202
14877
2
46 20
465 585
787
935 1,012 1,014
1,060 1,080
N8-43
[A. N. Box, 2f miles northeast of Carrizo Springs]
Soil Quicksand --- -- -------Clay, blue --------- -- --Sand, water-bearing, salty -- Clay, blue ---- -- Sand, water-bearing, tasted
salty --- Clay, blue
246
502
46
230
308082
128
130160
Sand, water-bearing, salty - Clay, blue __________Sand, fine to gradually coarse
grained-- - - Clay, bluish-gray, tough Sand, coarse-grained --
203
871846
168371
458476522
N8-102
[Marrs McLean, 9? miles east of Carrizo Springs]
Soil Sand and gravel, water-bearing -
Quicksand, water-bearing,
Gumbo -- --- - -
15 15 25
120
73 7
13 102
20 30 20 20 35 10 55 32 10 16 67 85 20
15 30 55
175
248 255 268 370 390 420 440 460 495 505 560 592 602 618 685 770 790
Sand, water-bearing -------
Shale, blue
OKI Ti 6r s
Shale, blue - ---
5 15 57 23 55 10 25
9 46
7 8
10 3 7
35 60 10 22
8 5 7 7
795 810 867 890 945 955 980 989
1,035 1,042 1,050 1,060 1,063 1,070 1,105 1, 165 1,175 1,197 1,205 1,210 1,217 1,224
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206 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) II
Thickness (feet)
Depth (feet)
N8-104
[Hiram G. Hines, 3j miles northeast of Carrizo Springs]
Soil
Yellow sand and gravel;
Sand, white, coarse-grained ---- Shale, blue, sandy-- -
1 2
46
5 2
18 5 8
27 7 6
27 25 61
2 5
10 1
18 1 5
11
1 3
49
54 56 74 79 87
114 121 127 312 337 398 400 405 415 416 434 435 440 451
Shale, brown ----- ----------
Sand, white, fine-grained -
Sand, white, fine-grained -- Sand, white, medium- grained Sand, white, coarse-grained -- Pyrite, coal and coarse-
Sand, white, medium-grained--- Shale, brown-- - - -
8 16
2 28
2 13 13£4i
26 11
1 33 12
4 18
7 16 43 10
7 9 5
135 151 153 181 183 196 209i 214 240 251 252 285 463 467 485 492 508 551 561
568 577 582
N8-106
[John Stahl, 2| miles northeast of Carrizo Springs]
Soil
Sand, yellow, fine-grained,
Shale, blue, sandy -
12 6
10 19
3 15 21 14
3 10
4 26
1 3 9
19 38 41 56 77 91 94
104 108 134
Shale, gray, sandy ---
Sand, white, coarse-grained
38 51 14 33
2 20 12 10 21 53 58
4
172 223 237 270 272 292 304 314 335 388 446 450
N8-109
[Sam Ward, 10^ miles northeast of Carrizo Springs]
Surface 6 82 6
66 25 7
12. 30 10 20 12 3
26 13 6
37
6 88 94 160 185 192 204 380 390 410 422 425 451 464 470 Rfi7
Shale, gray -- - -- --- -
T imo--_ ____ - - _-
16 10 42 15 38 7
18 6
19 1
23 12 23 15 19R
220 230 272 287 325 332 350 757 776 777 800 812 835 850 869 H74
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BASIC DATA 207
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N8-109--Continued
Shale, brown--- -----
Sand
6 37 10 45
6 19 14 3
21 2 4
16 43 18
513 550 560 605 611 630 644 647 668 670 674 690 733 751
Shale, brown
Gumbo -- --- -
22 2 6
44 8
39 16 39 10
4 126
3 10
1
896 898 904 948 956 995
1,011 1,050 1,060 1,064 1,190 1,193 1,203 1,204
N8-118
S. C. Freed, 10r miles northeast of Carrizo Springs]
Soil -
Sand, water-bearing, salty -----
5 35 25 15 10
175 15 55 20
135 25
5 40 65 80 90
265 280 335 355 490 515
Shale, blue 45 15 45 80 20 70 25
125 10
180
560 575 620 700 720 790 815 940 950
1,130
N9-20
[City of Big Wells, in Big Wells]
Clay, yellow - -
Shale, sandy; small amount of
'
20 140
30 17 15
8 30 50
10 10 66
4 45 20 14 19 17 35 15 15 18
20 160 190 207 222 230 260 310
320 330 396 400 445 465 479 498 515 550 565 580 598
Shale, gray-- -------------
Sand, broken, water-bearing
Shale, brown - - -
8 26 18
5 10
5 25 29 26
8 7
30 17 13 18 10 42 55 45 15
160 90 95
606 632 650 655 665 670 695 724 750 758 765 795 812 825 843 853 895 950 995
1,010 1, 170 1,260 1,355
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208 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
N9-24
[C. W. Barker, 14 miles east of Carrizo Spring
Soil
Gumbo, brown and blue;
Shale, brown------------- ---
2 23
3 282
5 5
75 5
145 10 18 72 25
3
2 25 28
310 315 320 395 400
650 660 678 750 775 778
Shale, brown and blue---- --
Shale, light
25 5
15 10 17
5 13 15 20
237 175 40
5 50
425 430 445 455 472 477 490 505 798
1,035 1,210 1,250 1,255 1,305
N9-33
[P. J. Lewis, 17| miles east of Carrizo Springs]
Soil __ ___
Gravel, yellow, coarse-grained -
Shale, blue to dark- colored; small boulders and pyrites----
Sand, dark-colored, medium-
Shale, dark- colored specks,
4 34
2 12
73 681 111
7
96
4 38 40 52
125 806 917
924
1,020
Sand; small amount of water --
Lenses of white sand and
Sand, white, coarse-grained, water-bearing------ -- -
7 253
1 16
174 1 5
17 5 8
16
1,027 1,280 1,281 1,297
"1, 471 1,472 1,477 1,494 1,499 1,507
1,523
SI-18
[J. C. Johnson, 4i miles southwest of Carrizo Springs]
Soil
Sandstone, brown-- -- -
4
70
4
100
Sand, gray and white, water-
Sl-50
[H. Rouw, 4| miles southeast of Carrizo Springs]
Soil -------
Sand, white, water-bearing,
qha lo
Shale, gray ---------- -------
5 25 70 50 95
30 45 80 35
5 30
100 150 245
275 320 400 435
Sand, gray------ --------- 20 20 45 40 20 40 30 20
455 475 520 560 580 620 650 670
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BASIC DATA 209Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern
Maverick County, Tex. Continued
Thickness (feet)
Depth (feet)
Thickness (feet)
Depth (feet)
S2-4
[B. Bounds, 3-f miles southeast of Carrizo Springs]
Soil
Gumbo, brown - - - --
5 10 2
83 130 65 10 42 56 77 10
5 15 17
100 230 295 305 347 403 480 490
Sand, water-bearing -- ---- -
Gumbo----- - - --- --
50 28 2 5
15 10 20 50 7
15 2
540 568 570 575 590 600 620 670 677 692 694
S2-94
[Catarina Farms, 13£ miles southeast of Carrizo Spring
Soil
Shale, brown, gray and red-
Sand, hard ---- --- - ----
8 67
103 5
130 32 54
8 36 76 19 57
107 16 65 13
8 75
178 183 313 345 686 694 730 806 825 882 989
1,005 1,070 1,083
Shale, blue
Shale, brown; with some coal ---
45 113
22 28 74
5 35 10 37 15 22 13
209
390 503 525 553 627 632
1,118 1,128 1,165 1,180 1,202 1,215 1,424
S2-113
[H. Rouw, 4; miles southeast of Carrizo Springs]
Soil -- Caliche - - -
Shale, blue --------
10 30 60 60 70 30 44 81 35 20 10 35
10 40 100 160 230 260 304 385 420 440 450 485
Shell, hard 5 40 15 25 80 25 35 90 100
490 530 545 570 650 675 710 800 900
S2-115
[H. Rouw, 5 miles southeast of Carrizo Springs]
Soil
Shale, hard --
3 17 30 70 50 60
L 5
3 20 50 120 170 230 235
Shell, gray --
Gumbo, gray--- -- - -
5 90 15 60 45 20 36
240 330 345 405 450 470 506
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210 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 10. Drillers' logs of wells in Dimmit and Zavala Counties and eastern Maverick County, Tex.~Continued
Thickness (feet)
Depth II (feet) II
Thickness (feet)
Depth (feet)
32-128
[William Volbrect, 5^ miles southeast of Carrizo Springs]
Soil, light- red; and clay----
Sandstone, water-bearing,
Clay, blue; with thin lenses
Sand and clay -- -------
3 6
25 30 35
3 50
100 45
39
34 64 99
102 152
252 297
Sandstone, fine-grained--
Sandrock, fine-grained,
15 20 45 40 45
60 160 38
312 332 377 417 462
522 682 720
32-132
[J. C. Oelkers, 2f miles southeast of Carrizo Springs]
Soil --._ _ ______
Sand and shale - ----
3 2
25 40 80 50 45 10 75
35
30 70
150 200 245 255 330
Sand, fine-grained---- --- 10 30 80 15 10 65 20 5
340 370 450 465 475 540 560 565
32-137
[H. Rouw, 4i miles southeast of Carrizo Springs]
Soil ...............
Shale, brown------ --- - --
2 13 25 50 10 80 10 50 20 35
215 40 90 100 180 190 240 260 295
Sand -- ------ -
Gumbo-- - --- --
105 40 10 20 95 25 50 10 8
17
400 440 450 470 565 590 640 650 658 675
33-26
[J. T. Baber, 22 miles southeast of Carrizo Springs]
Soil -.
Sand, water-bearing, salty -
45 40 25
8 27 20 20 25
105 15
113 22 45
8 37 20 41 i
45 85
110 118 145 165 185 210 315 330 443 465 510 518 555 575 616R9<*
Brown "shell" - - 43 22
2 13 33 10 30 10 20 25 48 17 40
130 10 53
7 19.
955 977 979 992
1,025 1,035 1,065 1,075 1,095 1, 120 1,168 1,185 1,225 1,355 1,365 1,418 1,425 1 437
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BASIC DATA 211
Table 10. Drillers' logs of wells in Dittunit and Zavala Counties and eastern Maverick County, Tex. Continued
Thickness (feet)
Depth II (feet) ||
Thickness (feet)
Depth (feet)
S3-26--Continued
Shale, brown - -- --- -
Sand; small flow of soda
Sand
Shale, brown -
1520 17
45 75 35 10 35 37
638 658 675
720 795 830 840 875 912
Sand
an , wa er earing
21 7
25 15 40 90 25
5 35
1,458 1,465 1,490 1,505 1,545 1,635 1,660 1,665 1,700
S4-2
[McRory Estate, 14| miles southwest of Carrizo Springs]
Soil
frtal hlanlr
Coal Sandrock, water-bearing, salty -
Sandrock, water-bearing, bitter taste ---- --- --
357
7 6 3
62 8 1
50 10
2 25
3 2
25 13 90
30
360 67 73 76
138 146 147 197 207 209 234 237 239 264 277 367
397
Clay, brown; and sand --
Clay, brown; sand and gravel -
25 18
154 186
3 42 20 16 30
9 41 19
422 440 594 780 783 825 845 861 891 900 941 960
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212 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex.
DateWater level
below land- surf ace datum (feet)
Altitudeof water surface (feet)
Date
Water levelbelow
land-surface datum (feet)
Altitudeof water surface (feet)
H7-20
[O. V. Vickery. 5; miles north of La Pryor. Used drilled domestic and stock depth 130 feet. Measuring point, top of 1-inch board cover, 0. 5 foot above 765. 46 feet above mean sea level]
well, diameter 6 inches, land-surface datum and
Nov. 13, 1929Jan. 3, 1930Feb. 28Mar. 13Apr. 9Apr. 18May 20June 23July 22Aug. 27Sept. 29Dec. 17May 14, 1931Oct. 30Jan. 13, 1932Apr. 2
72.8572.8072.9072.9072.8573.2073.0373.0073.3073.3073.3573.4074.3073.8574.2074.20
692. 11692. 16692. 06692. 06692.11689.76691.93691.96691.66691.66691.61691.56690.66691.11690. 76690. 76
Aug. 31, 1932Apr. 11, 1933July 21Jan. 10, 1938Apr. 9, 1939July 31, 1940Aug. 2, 1941Aug. 1, 1942July 6, 1944July 21, 1945July 11, 1946July 25, 1947Aug. 27, 1948Sept. 15
74.2574.2574.0074.6575.1976.1876.5577.3876.1775.8875.4075.6672.0876.08
690.71690.71690. 96690.31689. 77688.78688.41687.58688. 78589.08689.56689.30692.88688.95
M3-29
[R. W. Norton. 13| miles west of La Pryor. Used drilled stock well, diameter 6 inches, depth 150 feet. Measuring point top of 4 by 4-inch wood pipe clamp, 0. 5 foot above land-surface datum and 755. 65 feet above mean sea level]
Jan. 25, 1930Feb. 22Apr. 18May 20June 20July 16Aug. 25Sept. 29Feb. 10, 1932Aug. 28Dec. 21
96.7097.0596.3096.2095.3096.2096.3096.3596.1096.2595.95
658.45658.10658.85658.95659.85658.95658.85658.80659.05658.90659.20
Sept. 22, 1933Aug. 24, 1936July 11, 1937Aug. 12Jan. 10, 1938Aug. 26July 12, 1946July 25, 1947Sept. 16, 1948
96.4096.6596.7696.6496.6696.7497.6097.6197.75
658.75658. 50658.39658.51658. 49658.41657.55657.54657.40
[W. M. Van Cleve. eter 5-5/8 inches, datum and 653.15
M6-10
16; miles northwest of Crystal City, depth 150 feet. Measuring point, top
feet above mean sea level]
Used drilled domestic and stock well, diam- of pipe clamp, 1. 5 feet above land-surface
Jan. 21, 1930Feb. 19June 17July 11Aug. 26Sept. 25Dec. 11Feb. 7, 1931Mar. 4Apr. 25June 28July 2Oct. 2Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18July 6Aug. 29
70.1571.9073.4571.3070.6070.3568.6069.5069.1069.2068.2067.4565.6067.6071.2572.2073.2573.3573.0271.20
581.50579.75578.20579.35581.05581.30583.05582. 15582. 55582. 45583. 45584.20586. 05584. 05580. 40579.45578. 40578.30578. 63580. 45
Dec. 21, 1932Mar. 18, 1933Sept. 21Aug. 27, 1934Aug. 26, 1936July 14, 1937Aug. 16Jan. 12, 1938Aug. 24Apr. 6, 1939Aug. 2, 1940Aug. 2, 1941Aug. 7, 1942Aug. 9, 1943July 10, 1944July 23, 1945July 12, 1946Sept. 16, 1948
70.9070.2568.6573. 1073.8173.5173.4174.9772.5576.9073. 1773.3776.1779.5879.4479.2883.7897.08
580.75581.40583.00578. 55577.84578. 14578. 24576.68579. 10574.75578. 48578.28575. 48572.07572.21572.37567.87554. 57
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BASIC DATA 213Table 11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. Continued
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface
(feet)
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface
(feet)
[J. W. Stuart. 14l miles northwest of Crystal eter 5-3/16 inches, depth 300 feet. Measuring and 626. 55 feet above mean sea level]
M6-16
City. Used drilled dome, point, hole in side of cas
stic and stock well, diam- iing, at land-surface datum
Jan. 17, 1930Feb. 19Mar. 17Apr. 16May 19June 17July 15Aug. 26Sept. 25Nov. 4Dec. 11Feb. 6, 1931Mar. 4Apr. 25June 8July 3Oct. 2Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18
43.9042.7042.8542.8042.0041.4041. 1040.9040.8540.4040.2540.5540.5540.7540.8040.7040.0540.3540.9541.1041.5041.60
582.65584.55583.70583.75584.55585.15585,45585.65585.70586.15586. 30586.00586. 00585.80585.75585.85586.50586. 20585. 60585.45585. 05584.95
July 6, 1932Aug. 29Dec. 21Mar. 18, 1933Aug. 27, 1934Mar. 13, 1935Jan. 26, 1936Aug. 26July 14, 1937Aug. 16Jan. 12, 1938Aug. 24Apr. 6, 1939Aug. 14Aug. 2, 1940Aug. 7, 1942Aug. 9, 1943July 10, 1944July 23, 1945July 12, 1946July 23, 1947Oct. 16, 1948
41.90 1 584.6541.7541.7641.8042.3543.7042.7041.0539.6739.6938.4040.7441.5542.0042.6647.1346.4047.1146.8247.4049.4149.62
584. 80584. 79584.75584.20582.85583.85585.50586.88586.66588. 15585.15585.00584. 55583. 89579. 42580.15579.44579.73579. 15577.14576.93
M6-18
[N. E. Ware. 14 miles northwest of Crystal City. 5-5/8 inches, depth 530 feet. Measuring point, datum and 612. 90 feet above mean sea level]
Used drilled domestic and stock well, top of pipe clamp, 0. 7 foot above land-!
diameter iurface
Jan. 17, 1930Feb. 19Mar. 17Apr. 16May 19June 17July 15Aug. 26Sept. 25Nov. 4Mar. 4, 1931June 8July 3Oct. 2Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18July 6Aug. 29Dec. 21Mar. 18, 1933
35.8040.0040.8041.9041.6538.4036.8038.6540.0034.2035.8532.2031.4029.6533.3537.7537.4040.1038.4038.1535.6735.9234.70
576.40572.90571.40570.30570.55573.80575.40573.45572.20578.00576.35580. 00580. 80582. 55578. 85574.65574. 80572. 10573.80574.05576.53576.28577.50
Sept. 20, 1933Aug. 27, 1934Jan. 26, 1936July 14, 1937Aug. 16Jan. 12, 1938Aug. 24Apr. 6, 1939Aug. 12Aug. 2, 1940Aug. 2, 1941Aug. 7Aug. 9, 1943July 10, 1944Aug. 14July 23, 1945July 12, 1946July 23, 1947Sept. 16, 1948
32.9538.4539.8039.4939.1540.0837.2644.0041.3938.0638.0641.5146.5544.7844.8044.7451.6656.4366.94
579.25573.75572.40572.71573.05572. 12574. 94568.20570.81574.14574. 14570.69566.65567.42567. 40567. 76560. 54555.77545.26
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214 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex, Continued
Water levelbelow
land- surfacedatum (feet)
Altitudeof watersurface(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface(feet)
M6-19
[L. D. Van Cleve. 14 miles west of Crystal City. Used drilled domestic and stock well, diameter 5-5/8 inches, depth 180 feet. Measuring point, top of pipe clamp, 0. 5 foot above land-surface datum and 632. 55 feet above mean sea level]
Jan. 17, 1930Feb. 19Mar. 17Apr. 16May 19June 17July 15Aug. 26Sept. 25Nov. 4Dec. 11Feb. 4, 1931Mar. 4Apr. 25June 8July 3Oct. 2Nov. 6Dec. 4Jan. 7, 1932Feb. 10Mar. 18Aug. 29Dec. 21
49.1550.4050.4551.6050.6049.6049.6050.1550.3049.4049.3549.5549.3052.0553.8048.7048.5050.2051.1051.1551.9051.6551.7851.52
582.90581.65581.60580. 45581.45582. 42582. 42581.90581.75582.65582.70582.50582. 75580. 00578.25583.35583. 55581.85580. 95580. 90580. 15580. 40580.27580. 53
Mar. 18, 1933Sept. 21Mar. 13, 1935July 31Jan. 26, 1936Aug. 26July 14, 1937Aug. 16Jan. 12, 1938Aug. 24Apr. 6, 1939Aug. 14Aug. 2, 1940Aug. 2, 1941Aug. 7, 1942Aug. 9, 1943July 10, 1944Aug. 14July 23, 1945July 12, 1946July 23, 1947Aug. 9, 1948Sept. 16
50.9551.3056.8055.1051.9057.2055.6355.3857.1356.0159.3055.2356.0058.2659.5561.6561.6061.9262.4164.9966.9867.9568.98
581.10580.75575.25576.85580. 15574.85576.42576.67580.92581.04572.75576. 82576. 05573.79572.50570.40570. 45570. 13569.64567.07565.07564. 10563.07
M9-1
[T. B. Mear. llf miles west of Crystal City. Used drilled domestic and stock well, 6 inches, depth 335 feet. Measuring point, top of pipe clamp, 1. 0 foot above land-; and 633. 30 feet above mean sea level]
diameter mrface datum
Feb. 6, 1928Dec. 18, 1929Jan. 16, 1930Feb. 19Mar. 17Apr. 16May 19June 17July 15Aug. 26Sept. 25Nov. 4Dec. 11Mar. 4, 1931Apr. 25July 2Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18July 6
45.2058.2061.2059.8060.8070.7057.0054.3053.7555.2557.2552.6551.2551.5053.3550.6557.1559.7556.4063.7061.1557.10
587.10574. 10571.10572.50571.50561. 60575.30578. 00578.55577.05575.05579.65581. 05580. 80578.85581.65575.15572.55575.90568. 60571.15575.20
Aug. 29, 1932Dec. 21Mar. 18, 1933Sept. 21Aug. 27, 1934Aug. 26, 1936July 14, 1937Aug. 16Aug. 24, 1938Apr. 6, 1939Aug. 14Aug. 2, 1940Aug. 2, 1941Aug. 7, 1942Aug. 7, 1943Dec. 19July 10, 1944Aug. 14July 23, 1945July 23, 1947Aug. 9, 1948Sept. 15
55.8556.4556.6054.7564.1063.7160.0567.4866.7877.6670.6162.7864.4471.5972.1268.2368.4369.4475.4979.5492.1486.95
576. 45576.85576. 70577.55568.20568. 59572.25564.82565.52554.64561.69569. 52567.86560. 79560. 18564. 07563. 87562.86556. 81553. 76540. 16545.35
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BASIC DATA 215
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. Conti nued
Date
Water level below
land- surface datum (feet)
Altitude of water surface (feet)
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface (feet)
[Myers. 12; miles southwest of Crystal City, not available. Measuring point, top of casing, above mean sea level]
M9-9
Used drilled stock well, diameter 10 inche 3. 0 feet above land-surface datum and 68!
i, depth . 65 feet
Dec. 12, 1929Feb. 19, 1930Aug. 26Feb. 6, 1931Mar. 4Apr. 25June 8July 3Aug. 5Oct. 2Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 17July 6Aug. 29
75. 1075.1575.5075.5575.6075.6075.7575.8575.8075.9076.0076.0576.1576.3576.4076.4976.38
610.55610.50610.15610. 10610.05610.05609.90609.80609. 85609. 75609. 65609. 60609. 50609. 30609.25609. 16609. 27
Mar. 22, 1933Mar. 13, 1935Aug. 26, 1936July 14, 1937Aug. 15Jan. 11, 1938Aug. 24Apr. 6, 1939Aug. 14Aug. 3. 1941Aug. 7, 1942Aug. 9, 1943July 23, 1945July 12, 1946July 23, 1947Sept. 16, 1948
76.7577.8578.3078.4478.5279.5684.4383.3482.3083.3185.8385.8485.5587.3487.6087.48
608.90607. 80607.35607.21607. 13606. 09601.22602.31603.35602.34600.32599.81600. 10598.31598.05598. 17
Nl-24
[J. C. Williams. 2% miles west of La Pryor. Used drilled irrigation well, diameter 12 inches, depth 350 feet. Measuring point, top of iron water pipe clamp, 0. 3 foot above land-surface datum and 754. 00 feet above mean sea level]
Dec. 23, 1929Feb. 22, 1930Mar. 26Apr. 18May 20June 20July 16Aug. 25Sept. 30Dec. 18Feb. 11, 1931June 9July 6Oct. 15Jan. 8, 1932Feb. 10July 7Aug. 28Dec. 21Mar. 21, 1933Mar. 15, 1935
120.20122.88120.80120. 50119. 10117.85116.20116.00117.45121.60118.30116.30114.70117.60126.60126. 10118.80117.35123.50119.50130.55
633.50630.90632. 90633.90634. 60635.85637. 50637.70636.25632. 10635. 40638. 40639. 00636.10627. 10627.60634. 90636.35630.20633.80623.45
July 27, 1935Jan. 22, 1936Aug. 24July 9, 1937Aug. 12Jan. 10, 1938Aug. 25Apr. 9, 1939July 21Aug. 21July 31, 1940Aug. 6, 1941Aug. 6, 1942Aug. 14, 1943Dec. 18July 6, 1944Aug. 9July 21, 1945July 11, 1946July 24, 1947Aug. 3, 1948Sept. 15
123.80128. 52122. 42122. 72125.38125. 78121.33126.06125.32126. 54122.99123. 83126. 05133. 43129.39130.88132. 14133.58141.20159.74177.30168.70
629.90625.18631.28630.98628.12627.92632.37627.64628.38627. 16630.71629.87627.65620.27624.31622.82621.56620. 12612.50593.96576.40585.00
Nl-39
[R. W. Norton. 85 miles west of La Pryor. Used drilled stock well, diameter 6 inches, depth 300 feet. Measuring point, top of water pipe clamp, 1. 4 feet above land-surface datum and 732. 90 feet above mean sea level]
Jan. 25, 1930Feb. 22July 16Aug. 25Sept. 29Dec. 18Feb. 11, 1931July 6Oct. 15
74.4074.7075.0077.7576.7577.4078.1076.3075.00
657. 10656.80656.50653.75654. 75654. 10653.40655.20656. 50
Jan. 8, 1932Feb. 10Mar. 23Mar. 24, 1933July 12, 1946July 25, 1947Aug. 10, 1948Sept. 16
78.2080.2075.9074.9378.4579.7983.2681.99
653.30651.30655.60656.57652.95651.71648.24649. 51
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216 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. Continued
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface(feet)
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface(feet)
Nl-40
[I. T. Pryor. 2 miles southwest of La Pryor. Used drilled stock well, diameter 10 inches, depth not available. Measuring point, top of 6 by 6 pipe clamp, 1. 5 feet above land-surface datum and 726. 45 feet above mean sea level]
Jan. 4, 1930Feb. 22May 20June 20July 16Aug. 25Sept. 30Dec. 18Feb. 11, 1931June 9July 6Feb. 10, 1932Mar. 23July 7Aug. 28Dec. 21Mar. 24, 1933Sept. 21
122.30115.70113.50111.40119.50118.50108.65113.75111.50105.00103.25119.85116.00109. 50106.95114.83109. 90104.40
612.65609.25611.45613.55615.45616.45616.30604.30613.45619.95621.70605. 10608. 95615.45618. 00610.12615.05620. 55
Mar. 15, 1935July 27July 9, 1937Aug. 12Jan. 10, 1938Aug. 25July 21, 1939July 31, 1940Aug. 16, 1941Aug. 6, 1942Aug. 14, 1943July 6, 1944Aug. 9July 11, 1946July 24, 1947Sept. 16, 1948
123. 90114.10110.51105.36109. 44101. 44112.98103. 55104. 07107.87115.58114.12114.63123.82146.68166.48
601.05610.85614.44619.59615.51623. 51611.97621.40620. 88617.08609.37610.83610.32601.13578.01558.47
N5-39
[Richie Bros. 2; miles northeast of Crystal City. Used drilled irrigation depth 940 feet. Measuring point, top of pump base, 1. 0 foot above land- feet above mean sea level]
well, diameter 12^ inches, surface datum and 584.40
Nov. 26, 1929Dec. 18Mar. 25, 1930Apr. 19May 24June 20July 17Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23Dec. 1,Jan. 4, 1932Feb. 2Mar. 17May 5Aug. 26Dec. 19Mar. 17, 1933
74.5888.55
101.90105. 9075.9063.2558.2063.2077.3559.8067.3089.9059.3049.5060.1044.80
128. 9085.6097.1578.7074.5548.1081.6559.10
508. 82495. 05481.50477. 50507. 50520. 15525.20520. 20506. 05523. 60516. 10493. 50524. 10533.90523.30538.60454. 50497.80486.25504. 70508. 85535. 30501. 75524.30
Sept. 15, 1933Aug. 29, 1934Mar. 7, 1935Aug. 1Jan. 25, 1936Aug. 23July 11, 1937Aug. 17Jan. 14, 1938Aug. 18Apr. 7, 1939July 20Aug. 16Aug. 1, 1940Aug. 2, 1941Aug. 11, 1942Aug. 11, 1943Dec. 20July 6, 1944Aug. 9July. 21, 1945July 11, 1946July 24, 1947Aug. 11, 1948
45.6556. 10
116.1057.6090. 1861.2256.4458.0260.1249.6876.8063.9459.6140.8741.0359.7273.1971.9867.6079.9877.8993.21
105.15146.33
537. 75527.30467.30525. 80493. 22522. 18526.96525.38523.28533. 72506. 60519.46522.79542. 53542. 37523.68510.21511.42515.80503. 42505.51490. 19478.25437.07
N5-40
[Richie Bros. 2^ miles east of Crystal City. Used drilled irrigation well, diameter 12^ inches, depth 1, 070 feet. Measuring point, top of pump base, at land-surface datum and 578. 74 feet above mean sea level]
Nov. 26, 1929Dec. 18Feb. 20, 1930Mar. 25Apr. 19May 24June 20
81.3888.85
122.70102. 50101.4074.8562.80
497.36489. 89456. 04476.24477. 34503.89515.94
July 17Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4
57.6561.3077.1058.7068.7589.1058.80
521.09517.44501.64520. 04509. 99489. 64519.94
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BASIC DATA 217Table-11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. Continued
Date
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
N5-40--Continued
Mar. 2, 1931Apr. 23July 24Sept. 28Dec. 1Jan. 4, 1932Feb. 2Mar. 17May 5Aug. 26Dec. 19Mar. 17, 1933Sept. 15Aug. 29Mar. 7, 1935Aug. 1Aug. 23, 1936
48.7557.7533.3046.35
130.6085.0096.9075.3072.6547.1081.9557.0542.5556. 50
116.3054.9058.33
529.99520. 99545. 44532.39448. 14493. 74481.84503. 44506. 09531.64496. 79521.69536. 19522.24462. 44523.84520. 41
July 11, 1937Aug. 17Jan. 14, 1938Aug. 18Apr. 7, 1939July 20Aug. 16Aug. 1, 1940Aug. 2, 1941Aug. 11, 1942Aug. 11, 1943July 6, 1944Aug. 9July 21, 1945July 11, 1946July 24, 1947Sept. 13, 1948
54.9455.1059.2449.9776.1062.5755.9239.7038.8057.8869.7365.3876.5475.1185.79
102.46144. 09
523.80523.64519.50528. 77502.64516.17522.82539.04539.94520. 86509. 01513.36502.20502. 63492.95476.28434.65
N5-55
[Warren Wagner. 2 miles east of Crystal City. Used drilled irrigation well, diameter 10 inches, depth 1, 070 feet. Measuring point, top of pump base, 1. 0 foot above land-surface datum and 578.15 feet above mean sea level]
Nov. 27, 1929Dec. 18Feb. 20, 1930Mar. 25Apr. 19May 24June 20July 17Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Dec. 1Jan. 4, 1932Feb. 2Mar. 17May 5Aug. 26
81.63111.70120. 80106. 40104. 0079.2566.4061.0064.7079.7563.7070.7591.3061.9051.5560.1046.5042.4035.5046.05
131.9585.5597.1576.9575.9050. 10
495. 52465. 45456.35470. 75473.15497. 90510.75516.15512.45497. 40513.45506. 40485, 85515.25525.60517.05530. 65534. 75541.65531.10445.20491.60480. 00500. 20501.25527. 05
Dec. 19, 1932Mar. 17, 1933Sept. 15Aug. 29, 1934Mar. 7, 1935July 20Jan. 25, 1936Aug. 25July 11, 1937Aug. 17Jan. 14, 1938Aug. 17Apr. 7, 1939July 18Aug. 16Aug. 1, 1940Aug. 2, 1941Aug. 11, 1942Aug. 11, 1943Dec. 20July 7, 1944Aug. 9July 21, 1945July 11, 1946July 24, 1947Sept. 13, 1948
84.8659.4044.4056.55
116.6057.7085.8558.5156. 1655.8061.9848.8781.5962.9858.0242.5542.2361.4075.4376.4871.2082.3780.2888.82
107. 50149.91
492. 29517.75532.75520. 60460. 55519.45491.30518.64520.99521.35515. 17528.28495. 56514. 17519.13534.60534.92515.75501. 72500. 67505. 95494. 78496. 87488.33469. 65427.24
N5-60
[Julius DeWinnie. 4 miles east of Crystal City. Unused drilled irrigation well, diameter and depth not available. Measuring point, top of casing, at land-surface datum and 582.85 feet above mean sea level]
Nov. 16, 1929Jan. 21, 1930Mar. 25Apr. 19May 24June 20July 17Aug. 20
81.00109. 40111.2099.6081.5571.1563.0064.25
501.85473. 45471.65483.25501.30511.70519.85518.60
Sept. 25, 1930Oct. 30Feb. 4, 1931Mar. 2Apr. 23May 23June 24July 24
89.7064.9566.7056.3559.1048.8544.2538.80
493. 15517.90516. 15526. 50523. 75534. 00538. 60544. 05
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218 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties,Tex. Continued
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
Date
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface
(feet)
N5-60--Continued
Sept, 28, 1931Mar. 17, 1932May 5Aug. 26Dec. 19Jan. 25, 1936Aug. 23July 11, 1937Jan. 14, 1938Aug. 18
58.7583.2577.3051.7095.90
114. 1061.5154.2961.1351.09
524. 10499. 60505. 55531.15486.95468. 75521.34528. 56521.72531.76
July 18, 1939Aug. 16Dec. 12Aug. 1, 1940Aug. 2, 1941July 6, 1944Aug. 9July 11, 1945July 24, 1947Aug. 8Sept. 13
62.4358.2967.0049.6741.4366.7376.6190.33
116.17168.51148. 46
520.42524. 56515.85533. 18541.42516.12506. 24492. 52466.68414.34434. 39
[Byrd Cattle Co. 8 m depth not available, mean sea level]
N7-34
lies north of Carrizo Springs. Unused drilled irrigation well, diameter 8 inches, Measuring point, top of casing, at land-surface datum and 576. 40 feet above
Dec. 7, 1929Feb. 5, 1930Apr. 18May 24June 21July 26Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Nov. 3Dec. 1Jan. 4, 1932Feb. 2Mar. 17May 5July 5Aug. 26Dec. 19Mar. 17, 1933
50.7064.6060.1550.7046.8045.2047.1050.5049.4045.7051.6044.0037.8044.9035.8035.5028.6533.3550.6056.6545.8546.5544.1545.0041.7041.7045.0540.15
525.70511.80516.25525.70529.60531.20529.30525.90527. 00530.70524. 80532. 40538.60531.50540. 60540.90547. 75543. 05525. 80519.75530. 55529. 85532.25531.40534.70534. 70531.35536.25
Sept. 15, 1933Aug. 29, 1934July 28, 1935Jan. 24, 1936Aug. 24July 12, 1937Aug. 15Jan. 11, 1938Aug. 18Apr. 7, 1S39July 15Aug. 16July 31, 1940Aug. 2, 1941Aug. 8, 1942Aug. 12, 1943Dec. 19July 9, 1944July 21, 1945July 12, 1946July 23, 1947May 14, 1948Aug. 10Sept. 14
35. SO41.8544.2558.9546.7544.5445.9645.8140.7269.6248.4644.8434.1334.7047.2360.4558.4455.6562.8164.5355.8557.2458.1958.92
540. 50534. 55532.15517.45529. 65531.86530. 4453C.59535.68506. 78527.94531.56542.27541.70529.17515.95517.96520.75513.59511.87520.55519.16518.21517.43
[C. Schmitt. 2 miles northwest of Carrizo Sprini depth 300 feet. Measuring point, top of casing, above mean sea level]
N7-78
s. Used drilled irrigation well, diameter 10 inches, 1. 0 foot above land-surface datum and 676. 00 feet
Jan. 6, 1930Feb. 19Mar. 17June 17July 15Aug. 26Sept. 25Oct. 20Dec. 11Jan. 9, 1931Feb. 6Apr. 25June 8
91.7091.9592.0092.4092.6592.8092.9093.0093.0593.9093.1593.7093.70
583.30583. 05583. 00582.60582.35582. 20582. 10582. 00581.95581.10581.85581.30581.30
July 2, 1931Oct. 2Nov. 6Dec. 4Jan. 7, 1932Mar. 19June 30Aug. 28Dec. 22Mar. 18, 1933Sept. 20July 31, 1935Jan. 24, 1936
94.0094.2094.7094.3094.3095.0095.8596.4796.4096.2097.1099.7099.55
581.00580. 80580. 30580.70580. 70580. 00579.15578.53578.60578.80577.90575.30575.45
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BASIC DATA 219
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. Continued
Date
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
N7-78--Continued
July 14, 1937Aug. 18Jan. 11, 1938Aug. 23Apr. 5, 1939July 19Aug. 13Aug. 2, 1940Aug. 3, 1941
101.36101.69101.57101.72103.62103.61103.92103.32105.52
573.64573.31573.43573.28571.38571.39571.08571.68569.48
Aug. 8, 1942Aug. 7, 1943July 8, 1944Aug. 14July 23, 1945July 12, 1946July 23, 1947Sept. 14, 1948
107. 86109. 22106. 88108. 13107.90108.99111.28112.35
567. 14565.78568. 12566.87567. 10565.01562. 72561.65
[M. E. Cook. 3; miles west of Carrizo Springs, depth 232 feet. Measuring point, top of casing, above mean sea level]
N7-95
Unused drilled irrigation well, diameter 10{ inches, 0. 5 foot above land-surface datum and 696. 60 feet
Jan. 6, 1930Feb. 19Mar. 17Apr. 16May 19June 17July 15Aug. 26Sept. 25Oct. 20Dec. 11Jan. 9, 1931Feb. 7Mar. 4Apr. 25June 8July 2Nov. 6Dec. 4Jan. 7, 1932Mar. 19July 1Aug. 27
69.4569.5069.6070.2071.4570.2469.4071.1071.0570.8569.3569.3568.2068.3067.9571.7572.2072.6574.1073.1073.6079.7578.80
626. 65626. 60626. 50625.90624. 65625. 85626. 70625. 00625. 05625.25626. 75626. 75627. 90627. 80628. 15624. 35623. 90623.45622. 00623. 00622. 50616.35617.30
Dec. 22, 1932Mar. 18, 1933Aug. 27, 1934July 31, 1935Jan. 24, 1936Aug. 26July 14, 1937Aug. 18Jan. 11, 1938Aug. 23Apr. 5, 1939July 14Aug. 13Aug. 2, 1940Aug. 3, 1941Aug. 8, 1942Aug. 7, 1943Dec. 19July 8, 1944Aug. 14July 23, 1945July 10, 1946
74.0074.1573.5577.3072.3573.2072.0072.3271.3774.2874.9974.5174.4874.1774.2274.7076.5075.1475.3675.4976.3275.98
622. 10621.95622. 55618.80623.75622. 90624. 10623.78624. 73621. 82621.11621. 59621.62621.93621.88621.40619.60620.96620. 74620. 61619.78620. 12
N7-125
[A. J. Knaggs. uring point,
In Carrizo Springs. Unused drilled top of casing, 1. 0 foot above land-sur:
well, diameter 6 inches, depth 133 feet. Meas- face datum and 613. 54 feet above mean sea level]
Feb. 26, 1930Sept. 12Feb. 6, 1931Apr. 25June 8Oct. 3Dec. 4Jan. 7, 1932Feb. 11Mar. 19July 1Aug. 29Dec. 22Aug. 26, 1936July 14, 1937Aug. 13
57.5058.5058.3058.7558.3558.6059.0058.8558.6559.5560.0859.8358.7863.8864.1964.03
555.04554.04554. 24553.79554. 19553.94553.54553.69553.89552.99552. 46552.71553.76548. 66548.35548. 51
Jan. 11, 1938Aug. 23Apr. 5, 1939July 19Aug. 13Aug. 2, 1940Aug. 3, 1941Aug. 8, 1942Aug. 7, 1943Dec. 19July 8, 1944Aug. 14July 23, 1945July 9, 1946July 23, 1947Sept. 14, 1948
64.0064.7865.5765.6865.5165.9766.8267.4768.0568.2369.0569.2469.5269.3972.1471.79
548. 54547. 76546. 97546. 86547. 03546. 57545. 72545.07544. 49544.31543. 49543.30543. 02543. 15540.40540.75
508883 O 60^ -15
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220 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. Continued
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
N8-7
[Walter Bidelspach. lOf miles northeast of Carrizo Springs. 15| inches, depth 1, 085 feet. Measuring point, top of casin( and 571. 45 feet above mean sea level]
Used drilled irrigation well, diameter ;, 1.2 feet above land-surface datum
Nov. 27, 1929Dec. 18Jan. 21, 1930Fab. 20Mar. 25Apr. 19May 24June 20July 15Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Nov. 3Jan. 4, 1932Feb. 2Mar. 17May 5
78.1586.0591.90
113.00103.0096.2077.2567.0560.3061.7076.4562.5570.2088.4060.5050.1565.2044.1539.7033.6040.1596.0580.8091.8571.7571.90
492.10484. 20478.35457.25467.25474. 05493. 00503.20509. 95508.55493.80507.70500. 05481.85509. 75520. 10514.05526.10530.55536.65530. 10474.20489.45478.40498.50498.35
Aug. 26, 1932Dec. 19Mar. 17, 1933Sept. 15Aug. 29, 1934Mar. 6, 1935July 30Jan. 25, 1936Aug. 23July 11, 1937Aug. 17Jan. 14, 1938Aug. 17Apr. 7, 1939July 18Aug. 16Aug. 2, 1941Aug. 11, 1942Aug. 11, 1943Dac. 20July 7, 1944Aug. 9July 21, 1945July 11, 1946July 24, 1947
48.8083.6556.9542.0056.60
114.4556.2080.2555. 1252.2952.0059.6350.3575.1460.5454.583S. 6358.5170.0874.3968.2477.2575.4294.95
102. 50
521.45486.60513.30428.25513.65455.80514.05490. 00515.13517.96518.25510.62519.90495.11509.71515.67530. 62511.74500. 17495.86502.01493.00494.83485.30467.75
N8-19
[E. L. Omera. 5i miles northeast of Carrizo Springs. Used drilled irrigation well, diameter about 10 inches, depth not available. Measuring point, hole in pump base, at land-surface datum and 602. 60 feet above mean sea level]
Dec. 18, 1929Jan. 21, 1930Feb. 20Mar. 20Apr. 18May 24June 27July 16Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 8July 24Aug. 15Sept. 28Nov. 3Dec. 1
94.5092.70
106.20107.10111.2093.8080.0078.5082.0589.7578.0077.0088.6075.3568.1577.2065.3063.3060.9858.0856.7561.4887.89
102. 80
508. 10509.90496.40495.50491.40508. 80522.60524.10520. 55512.85524.60525.60514. 00527.25534.45525.40537.30539.30541.62544. 52545.85541.12514.71499. 80
Jan. 4, 1932Feb. 2Mar. 17Apr. 13May 5May 27July 5Aug. 26Dec. 19Mar. 17, 1933July 12, 1937Aug. 16Jan. 11, 1938Aug. 18Apr. 7, 1939July 19Aug. 12Aug. 1, 1940Aug. 2, 1941Aug. 8, 1942Aug. 12, 1943July 23, 1947Aug. 10, 1948Sept. 14
87.9888.8082.1392.4587.0681.4079.0077.1087.0171.2577.3080.1578.5275.9991.3982.7079.6469.3382.0383.4285.0390.4593.1593.61
514.62513.80520.47510. 15515.54521.20523.60525.50515.59531.35525.30522.45524.08526.61511.21519.90522.96533.27520. 57519.18517.57512.15509.45508.98
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BASIC DATA 221
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. C onti nued
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface(feet)
Date
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface(feet)
[G. C. Rheia. 5| miles inches, depth 818 feet, above mean sea level]
N8-26
northeast of Carrizo Springs. Used drilled irrigation well, diameter 8 Measuring point, top of casing, at land-surf ace datum and 548. 80 feet
Nov. 18, 1929Dec. 19Jan. 21, 1930Feb. 20Mar. 25Apr. 19May 24July 17Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Nov. 3Dec. 1Jan. 4, 1932Feb. 2Mar. 17
62.9570.4073.4085.0093.7586.8076.5060. 105S. 9067.5563.6054.6064.4557.5048.7050.7043.5037.4033.2030.8050.7082.2065.8065.8060.10
485.85478.40475.40463.80455.05462.00472.30488.70488.90481.25485.20494.20484.35491.30500. 10498. 10505.30511.40515.60518.00498. 10466.60483.00483.00488.70
Aug. 26, 1932Mar. 17, 1933Aug. 29, 1934Mar. 6, 1935Aug. 23, 1936July 11, 1937Aug. 17Jan. 14, 1938Aug. 17Apr. 9, 1939July 20Aug. 16July 31, 1940Aug. 2, 1941Aug. 11, 1943Dec. 19July 8, 1944Aug. 11July 22, 1945July 11, 1946May 14, 1948Aug. 10Sept. 14
50.7747.7057.4080.3051.6047.4548.5457. 1747.1366.2156. 1553.4837.9739.3873.4779.2366.8474.5565.7974.07
138.89130.15136.30
498. 03501.10491.40468.50497.20501.35500.26491.63501.67482. 59492.65495.32510.83509. 42475.33469. 57481.96474.25483.01474. 73409.91418.65412.50
N8-28
[J. S. Ward. 5| miles northeast of Carrizo Springs. Used drilled domestic and stock well, diameter 6 inches, depth 1, 008 feet. Measuring point, top of pipe clamp, 1. 5 feet above land-surface datum and 548. 51 feet above mean sea level]
Nov. 18, 1929Dec. 19Jan. 21, 1930Feb. 20Apr. 19May 24July 17Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Nov. 3Dec. 1Jan. 4, 1932Feb. 2Mar. 18May 5Aug. 26Dec. 19
63.3070.8573.7585.5086.5576.7059.8060.0564.5563.4054.3564.8557.1047.9049.4542.3035.3030.8528.5049.4081.3066.0068. 1058.6569.4049.4561.30
483.71476.16473.26461.51460. 46470.31487.21486.96482.46483.61492.66482.16489.91499. 11497.56504.71511.71516.16518.51497.61465.71481.01478.91488.36477.61497. 56485.71
Mar. 17, 1933Sept. 15Aug. 29, 1934Mar. 6, 1935July 31Jan. 25, 1936Aug. 28July 11, 1937Aug. 17Jan. 14, 1938Aug. 17Apr. 9, 1939July 20Aug. 16July 31, 1940Aug. 2, 1941Aug. 8, 1942Aug. 11, 1943Dec. 19July 8, 1944Aug. 11July 22, 1945July 10, 1946July 23, 1947May 14, 1948Aug. 10Sept. 13
45.0545.2556.9080.9654.3054.6250.1245.5946.8257.9045.7566.4155.0253.3636.6637.8456.6473.1679.6566.0175.6964.2572.7488.35
134.95126.06131.61
501.96501.76490.11466. 05492.71492.39496. 89501.42500. 19489. 11501.26480.60491.99494.65510.35509. 17490.37473.85467.36481.00471.32482.76474.27458.66412.06420.95415.40
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222 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. C onti nued
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface (feet)
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface (feet)
N8-40
[John Stahl. 2f miles northeast of Carrizo Springs, inches, depth 380 feet. Measuring point, top of c; above mean sea level]
Unused drilled irrigation well, diameter 5i ising, at land-surf ace datum and 557. 59 feet
Dec. 5, 1929Dec. 19Jan. 21, 1930Feb. 20Mar. 24Apr. 18May 24June 21July 16Aug. 20Sept. 25Oct. 30Dec. 9Jan. 8, 1931Feb. 4Mar. 2Apr. 23May 23June 24July 24Sept. 28Nov. 3Dec. 1Jan. 4, 1932Feb. 2Mar. 17July 5
51.5043.6551.9075.7058.9084.2054.3534.5041.0055.5068.0031.7037.0053.0026.8525.4033.3022.8532.6019.4537.7072.6047.7532.8042.0535.7538.54
506.09513.94505.69481. 89498.69473.39503.24523. 09516.59502. 09489. 59525. 89520. 59504. 59530. 74532. 19524.29534. 74524. 99538.14519.89484. 99509. 84524. 79515. 54521.84519.05
Aug. 26, 1932Dec. 19Mar. 17, 1933Sept. 15Mar. 6, 1935July 30Jan. 24, 1936July 12, 1937Aug. 16Jan. 11, 1938Aug. 17Apr. 7, 1939July 15Aug. 12Aug. 1, 1940Aug. 2, 1941Aug. 8, 1942Aug. 11, 1943Dec. 19July 8, 1944Aug. 11July 24, 1945July 11, 1946July 24, 1947May 15, 1948Sept. 14
46.9533.8026.3045.4547.5033.3041.4041.5063.0532.2557.3047.8836.1834.8943.3440.0649.8779.1348.5447.5878.3467.7480.9096.7292.80
108.46
510.64523.79531.29512.14510.09524.29516.19516.09494. 54525.34500. 29509.71521.41522. 70514.25517.53507. 72478.46509. 05510.01479.25489. 85476.69460. 87464. 79449. 13
[Marrs McLean. depth 780 feet, mean sea level]
N8-103
10| miles east of Carrizo Springs. Used drilled irrigation well, diameter 10 inches, Measuring point, top of pump base, at land-surface datum and 501. 60 feet above
Nov. 26, 1929Dec. 24Jan. 21, 1930Mar. 20Apr. 17June 17Dec. 10Feb. 9, 1931Mar. 3Apr. 24June 4July 27Sept. 29Feb. 4, 1932May 6July 5Aug. 27Dec. 20
40.2542.0051.0566.3571.5041.1536.8026.2022. 1027.0016.5510.1012.0053.1041.2027.3825.4823.67
461.35459.60450. 55435.25430. 10460. 45464. 80475.40479. 50474.60485.05491.50489.60448. 50460. 40474. 22476. 12477. 93
July 30, 1935Aug. 27, 1936July 13, 1937Aug. 15Jan. 13, 1938Aug. 25Apr. 7, 1939July 20Aug. 15Dec. 8Aug. 3, 1940Aug. 5, 1941Aug. 10, 1942July 11, 1946July 24, 1947Aug. 11, 1948Sept. 14
25.1528.7120.4935.4126.5128.0058.9829.2532.4227.7312.9411.9028.7739.8049.7271.9280.00
476. 45472.89481.11466. 19475. 09473.60442.62472.35469. 18473.87488. 66489. 70472. 83461.80451.88429. 68421.60
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BASIC DATA 223Table 11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. Continued
Date
Water level below
land- surf ace datum (feet)
Altitude of water surface
(feet)
Date
Water level below
land-surface datum (feet)
Altitude of water surface (feet)
N9-12
[Federal Land Bank. 17 miles northeast of Carrizo Springs. Used irrigation well, diameter 10 inches, depth 1, 469 feet. Measuring point, top of casing, 1. 5 feet above land-surface datum and494. 79 feet above mean sea level]
Oct. 18, 1929Nov. 18Dec. 5Dec. 17Jan. 17, 1930Feb. 24Mar. 20Apr. 21May 21June 21July 17Aug. 26Sept. 24Oct. 27Oct. 31Dec. 12Jan. 9, 1931Feb. 5Mar. 5Apr. 29May 27June 24July 28Sept. 30Nov. 4Dec. 2Jan. 5, 1932
17.1020.2019.0019.8521.0030.0029.0034.5028.1517.4017.3018.3023.3015.3515.1517.4020.9010.3016.0011.156.559.306.307.40
15.2516.3012.35
476. 19473.09474.29473. 44472. 29463.29464.29458.79465. 14475.89475.99474.99469.99477.94478. 14475. 89472.39482. 99477.29482. 14486. 74483. 99486. 99485.89478. 04476.99480. 94
Feb. 3, 1932Mar. 29July 2Aug. 27Dec. 22Mar. 23, 1933Sept. 19Aug. 28, 1934Mar. 14, 1935July 30Jan. 27, 1936Aug. 24July 10, 1937Aug. 17Jan. 15, 1938Aug. 22Apr. 8, 1939July 18Aug. 11Dec. 11July 30, 1940Aug. 5, 1941Aug. 11, 1942Aug. 10, 1943May 14, 1948Sept. 14
12.3021.8013.9413.4513.9022.6011.7028.3526.6416.2024.3522.2013.2321.0817.0318.2730.5317.9020.1719.219.919.65
17.7124.7051.5653.87
480. 99471.49479.35479.84479.39470. 69481.59464. 94466. 65477.09468.94471.09480. 06472.21476.26475.02462. 76475.39473.12474. 08483.38484. 64475. 58468.59441. 73439. 42
N9-16
[N. Boyd. 19| miles northeast of Carrizo Springs. Used drilled irrigation well, diameter 6 inches, depth 1, 640 feet. Measuring point, top of railroad rail, 1. 0 foot above land-surface datum and 552. 05 feet above mean sea level]
Nov. 18, 1929Dec. 17Feb. 24, 1930May 21June 21July 18Oct. 31,Jan. 13, 1931Feb. 5Mar. 5Apr. 30May 27June 25July 28Dec. 5July 2, 1932
74.0067.2572.5571.1566.7565.4064.7563.6559.9059.3060.1056.6556.7053.8061.7563.70
477.05483.80478. 50479.90484.30485.65487.30487. 40491.15491.75490.95494. 40494.35497.25489. 30487.35
Aug. 27, 1932Dec. 22July 30, 1935July 10, 1937Aug. 11, 1939Aug. 11, 1942Aug. 10, 1943July 11, 1944Aug. 10July 25, 1945July 9, 1946July 22, 1947May 15, 1948Aug. 11Sept. 14
61.8066.3566.0064.8467.7365.0477.8875.5080.5175.7372.2777.1697.6497.7298.89
489.25484. 70485.05486.21483.32486.01473.17475.55470. 54475.32478.78473.89453.41453.33452.16
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224 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation welts in Dimmit and Zavala Counties,Tex. Continued
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface
(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
N9-25
[C. W. Barker. 14^ miles east of Carrizo Springs. Used drilled irrigation well, diameter 10inches, depth about 1, 300 feet. Measuring point, top of casing, 1. 0 foot above land-surface datum and 488. 40 feet above mean sea level]
Nov. 29, 1929Dec. 17Jan. 17, 1930Feb. 21Mar. 20Apr. 21May 17June 21July 10Aug. 23Sept. 24Oct. 31Dec. 12Jan. 9, 1931Feb. 5Mar. 6Apr. 30May 27June 24
17.7020.9521.8530.9535.6537.1528.8019.4517.1517.3023.3015.6511.7516.008.406.207.402.853.45
469.70466.45465.55456.45451.75450.25458.60467.95470.25470. 10464. 10471. 75475.65471.40479. 00481.20480. 00484. 55483. 95
July 2, 1932Aug. 27Dec. 22Sept. 19, 1933Mar. 14, 1935July 30Jan. 27, 1936July 10, 1937Aug. 17Jan. 15, 1938Dec. 11, 1939July 30, 1940July 11, 1944Aug. 10July 25, 1945July 11, 1946May 14, 1948Sept. 14
12.6011.6511.033.50
22.9811.8020.3010.3925.1117.5315.385.15
30.6136.8429.9224.9755.3757.50
474. 80475.75476.37483.90464.42475.60467.10477.01462.29469. 87472. 02482.25456.79450.56457.48462. 43432. 03429. 90
N9-32
[P. J. Lewis. 17 miles east of Carrizo Springs, depth 1, 428 feet. Measuring point, top of casinj mean sea level]
Used drilled irrigation well, diameter 8 inches, ;, at land-surface datum and 499.20 feet above
Dec. 3, 1929Dec. 17Jan. 17, 1930Feb. 24Apr. 21May 21June 21July 18Aug. 23Sept. 24Oct. 31Dec. 12Jan. 13, 1931Feb. 5Apr. 29May 27June 24July 28
22.8523.5023.1026.8039.5532.6027.3528.2029.2532.1528.5025.2526.2522.0021.3519.3019.3015.50
476. 35475.70476. 10472.40459. 65466. 60471.85471.00469. 95467. 05470.70473. 95472. 95477.20477.85479. 90479.90483. 70
Sept. 30, 1931Dec. 5Jan. 12, 1932Feb. 12Mar. 20July 2Aug. 27Dec. 22Mar. 23, 1933July 10, 1937Jan. 15, 1938July 18, 1939Aug. 11July 30, 1940Aug. 5, 1941July 22, 1947Sept. 14, 1948
16.4025.5520.9025.1526.6024.8024.3822.8324.5023.1925.8227.0628.8818.6818.7540.8062.39
482. 80473.65478.30474.05472. 60474. 40474. 82476.37474. 70476.01473.38472.14470. 32480. 52480. 45458. 40436.81
N9-33
[P. J. Lewis. 17| miles east of Carrizo Springs. Used drilled stock well, diameter 6 inches, depth 1, 523 feet. Measuring point, top of casing, 0. 5 foot above land-surf ace datum]
Aug. 12, 1932Dec. 22Aug. 24, 1936July 10, 1937Aug. 17Jan. 15, 1938Aug. 22Apr. 9, 1939July 18Aug. 11Dec. 11
16.0013.7635.5221.6134.9423.4835.7843.0626.4427.5324.08
July 30, 1940Aug. 5, 1941Aug. 11, 1942Aug. 10, 1943July 11, 1944Aug. 10July 25, 1945July 11, 1946July 22, 1947May 14, 1948Aug. 11Sept. 14
17.0917.5530.6643.5538.9743.7940.2535.1238.6139.5542.8546.19
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BASIC DATA 225Table 11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. Continued
Date
Water levelbelow
land-surface datum (feet)
Altitudeof water surface (feet)
Date
Water levelbelow
land- surf ace datum (feet)
Altitudeof water surface
(feet)
[G. W. Hatch. 2 65 miles northeast of depth 1, 800 feet. Measuring point, above mean sea level]
07-3
Carrizo Springs. Used drilled stock well, diameter 12 inches, top of casing, 0. 5 foot above land-surface datum and 604. 65 feet
Nov. 18, 1929Dec. 17Jan. 17, 1930Feb. 24Apr. 22May 21June 26July 18Aug. 23Sept. 24Oct. 31Dec. 12Jan. 13, 1931Feb. 5Mar. 5Apr. 30May 27June 25July 28Oct. 5Dec. 5Jan. 12, 1932Feb. 12
96. 1094.0595.0094.4596.0596.4096. 1595.6595.2095. 1595.5094.4094.2093.5092.8092.9592.3591.7591.0590.1091.0090.7091.10
508. 05510.10509. 15509.70508. 10507.75508. 00508. 50508. 95509. 00508. 65509.75509. 95510.65511.35511.20511.80512.40513.10514.05513.15513.45513.05
Mar. 24, 1932July 2Aug. 27Dec. 22Mar. 23, 1933Sept. 16Aug. 28, 1934July 30, 1935Aug. 25, 1936July 10, 1937Jan. 15, 1938Apr. 8, 1939Aug. 11July 30, 1940Aug. 5, 1941Aug. 11, 1942Aug. 10, 1943July 11, 1944Aug. 10July 24, 1945July 9, 1946July 22, 1947Sept. 14, 1948
91.4092.7492.9392.2591.9092.2599.2590.3097.2594.4497.4397.5998.3793.3193.3496.12
102.23103.38103. 56102.49105.38108. 13118.01
512.75511.41511.22511.90512.25511.90504. 90505.85506. 18508. 99506. 00505. 84505. 06510. 12510.09507.31501.20500.05499.87500. 94498. 05495.30485. 42
SI-15
[J. C. Johnson. 5| miles southwest of Carrizo Springs. Used drilled sto depth 270 feet. Measuring point, top of pump base, 1. 5 feet above land
ick well, diameter 10 inches, surface datum]
Apr. 1, 1930May 19July 15Aug. 26Sept. 25Oct. 20Dec. 11Jan. 9, 1931Feb. 7Mar. 4Apr. 25June 8July 2Oct. 3Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18
51.9052.2052.2051.3052.1552.4552.2052.4052.2552. 1552.1552.2552.3552.3052.6052.4052.7052.4552.40
June 30, 1932Aug. 29Dec. 22Mar. 18, 1933Sept. 20Aug. 27, 1934Jan. 11, 1938Aug. 23Apr. 5, 1939July 17Aug. 12Aug. 2, 1940Aug. 6, 1941Aug. 6, 1943July 8, 1944July 24, 1945July 9, 1946July 21, 1947
52.6552.6552.4652.4053.00 153.3054.0855.5054.5654.7554.9055.1455.4756.2156.7257.0157.2457.56
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226 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties,Tex. C onti nued
Water levelbelow
land- surfacedatum (feet)
Altitude
surface(feet)
Date
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface(feet)
SI-16
[C. W. Gilfillan eter 10 inches datum and 670
& Son. 4| miles southwest of Carrizo Springs. Used drilled irrigation well, diam- , depth 295 feet. Measuring point, top of pump base, 1. 0 foot above land-surface
i. 20 feet above mean sea level]Mar. 1, 1930June 13July 15Aug. 26Sept. 25Oct. 20Mar. 4, 1931Apr. 25July 2Oct. 3Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18June 30Aug. 29Dec. 22Mar. 18, 1933Sept. 20Mar. 12, 1935July 28
54.9055.0055.0055.1055.2055.2555.3555.5055.5055.6055.9055.6555.7555.8556.0056.0556.1555.2555.4055.9056.8056.90
614.30614.20614.20614. 10614. 00613.95613.85613.70613.70613.60613.30613. 55613.45613.35613.20613.15613.05613.95613.80613.30612.40612.30
Jan. 24, 1936Aug. 26July 14, 1937Aug. 13Jan. 11, 1938Aug. 23Apr. 5, 1939July 17Aug. 12Dec. 9Aug. 2, 1940Aug. 3, 1941Aug. 9, 1942Aug. 6, 1943Dec. 20Aug. 11, 1944July 24, 1945July 10, 1946May 15, 1948Aug. 10Sept. 14
56.7557.6157.3859.6757.8659.1857.3858.4158.6158.7258.6359.0959.8759.9260.1961.8260.9261.5263.5463.8965.08
612.45611.59611.82609. 53611.34610. 02611.82610.79610. 59610.48610.57610.13609.33609.28609. 01607.38608.28607. 68605. 66605.31604. 12
[J. C. Johnson. 4j miles depth 320 feet. Measur above mean sea level]
SI-18
southwest of Carrizo Springs. Unused drilled well, diameter 10 inches, ing point, top of casing, 2. 0 feet above land-surface datum and 706.10 feet
Mar. 18, 1930May 19June 16July 15Aug. 26Sept. 26Oct. 20Dec. 11Jan. 9, 1931Feb. 7Mar. 4Apr. 25June 8July 2Oct. 3Nov. 6Dec. 4Jan. 7, 1932Feb. 11Mar. 18June 30Aug. 29Dec. 22Sept. 20, 1933Aug. 27, 1934Mar. 12, 1935
99.00101.80101.60101.60101.85102.00102.00102. 00102.20101.90101.80102.20101.80101.90101.70102. 15102.15102.25102.30102.20102.21102. 53102. 03102.45103.10103.55
605. 10602.30602. 50602. 50602.25602. 10602. 10602. 10601.70602.20602. 30601.90602.30602.20602. 40601.95601.95601.85601.80601. 90601.89601.57602.07601.65601.00600. 55
July 28, 1935Jan. 24, 1936Aug. 26July 14, 1937Aug. 13Jan. 11, 1938Aug. 23Apr. 5, 1939July 17Aug. 12Dec. 9Aug. 2, 1940Aug. 3, 1941Aug. 8, 1942Aug. 6, 1943July 8, 1944Aug. 11July 24, 1945July 9, 1946July 21, 1947May 16, 1948Aug. 10Sept. 14Oct. 11Nov. 9Dec. 23
103.25103. 42104. 22103. 14104. 00104. 01104. 48104. 74104. 74104. 94105. 06104. 90105.29105.83107.37108. 22108.85109. 50109. 93111.72113.04113.86114.07114.47114.20114.25
600. 85600. 68599.88600. 96600. 10600. 09599. 62599.36599. 36599. 16599. 04599.20598.81598.27596.73595. 88595.25594.60594. 17592.38591.06590.24590. 03589. 63589.90589. 85
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BASIC DATA 227Table 11. Water levels in observation wells in Dinunit and Zavala Counties,
Tex. Continued
Date
Water levelbelow
land-surface datum (feet)
Altitudeof water surface (feet)
Date
Water levelbelow
land- surf ace datum (feet)
Altitudeof water surface
(feet)
S2-24
[G. S. Gay. 6 miles southeast of Carrizo Springs. Used drilled irrigation depth 667 feet. Measuring point, top of pump base, 2. 0 feet above land-s feet above mean sea level]
well, diameter 12 inches, urface datum and 583. 70
Nov. 1, 1928Nov. 15July 14, 1930Oct. 31Dec. 10Jan. 15, 1931Feb. 9Mar. 3Apr. 24May 26June 26Dec. 3Jan. 6, 1932May 6July 3Aug. 29Dec. 20Sept. 18, 1933July 29, 1935
136.00138.00105.15106.6296.40
106.6091.4087.00
101.9084.4078.55
109.1594.40
106.1097.4099.0093.5092.6591.35
445. 70443. 70476. 55475. 08485.30475.10490. 30494. 70479. 80497.30503. 15472.55487.30475. 60484. 30482. 70488. 20489. 05490.35
Jan. 23, 1936July 12, 1937Aug. 14Jan. 13, 1938Aug. 18Apr. 9, 1939July 16Aug. 13Dec. 9Aug. 3, 1940Aug. 4, 1941Aug. 9, 1942Aug. 12, 1943Dec. 19July 10, 1946July 22, 1947May 15, 1948Sept. 14
90.9891.38
109. 2388.10
104. 82126.5096.1497.69
106. 0595.5790.32
102.83140. 29124.96120. 01125.22146.35163.70
490. 72490. 32472.47493.60476. 88455.20485.56484.01475.65486. 13491.38478. 87441.41456. 74461.69456.48435.35418.00
S2-27
[Mrs. J. A. McDonald. 9{ miles southeast of Carrizo Springs. Used drilled domestic and stock well, diameter 8 inches, depth 1, 000 feet. Measuring point, top of pump base, 1. 0 foot above land-surface datum and 529. 35 feet above mean sea level]
Nov. 26, 1929Dec. 24Jan. 15, 1930Feb. 18Mar. 20Apr. 17May 16June 18July 14Sept. 23Dec. 10Feb. 9, 1931Mar. 3Apr. 24June 4June 26July 27Sept. 29Dec. 3Jan. 11, 1932Feb. 4Mar. 22May 6July 5
75.2076.4581.4089.40
100. 7098.1086.4571.1065.1579.5559.4056.1049.6060. 1046.7044.9039.0039.6066.4554.1061.3556.6067.9056.30
453.15451.90446. 95438.95427. 65430.25441.90457.25463.20448. 80468.95472.25478.75468.25481.65483. 45489.35488.75461.90474.25467. 00471.75460. 45472. 05
Aug. 30, 1932Dec. 20Mar. 21, 1933Sept. 18Mar. 11, 1935July 30Jan. 23, 1936Aug. 27July 13, 1937Jan. 13, 1938Aug. 19Apr. 12, 1939Aug. 11Dec. 8Aug. 4, 1941Aug. 10, 1942Aug. 13, 1943July 11, 1944Aug. 11July 24, 1945July 11, 1946July 24, 1947May 15, 1948Sept. 14
56.1052.2047.0045.0056.5551.4049.4556.7447.3753.5152.0972.8356.5054.4350.4152.4260.4165.7665.5064.4368.6668.0771.7074.21
472.25476.15481.35483.35471.80476.95478.90471.61480. 98474. 84476.26455. 52471.85473.92477.94475.93467.94462.59462.85463.92459.69460.28456.65454. 14
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228 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. C onti nued
Water levelbelow
land- surfacedatum (feet)
Altitudeof watersurface(feet)
Date
Water levelbelow
land- surfacedatum (feet)
Altitudeof watersurface(feet)
S2-78
[McClendon. lOf miles southeast of Carrizo Springs. Used drilled domestic and stock well, diam eter 12 inches, depth 1, 000 feet. Measuring point, top of casing, 0. 5 foot above land-surf ace datum and 637. 05 feet above mean sea level]
Dec. 7, 1929Jan. 15, 1930Mar. 19Apr. 17May 16June 18July 14Aug. 22Sept. 23Oct. 31Dec. 10Jan. 15, 1931Feb. 9Apr. 24May 26June 26July 27Sept. 29Dec. 3Jan. 6, 1932Feb. 4May 6July 3Aug. 30Dec. 20Mar. 21, 1933
190.75200. 90210.70216.15193.60186.70174.65172.90191.10173. 50173.70181.45163.25175.70157.65151.40146.35149.30170. 55162.25165.60173.35167.75163. 18158.30159.55
455. 80435. 65425.85420. 40442.95449. 85461.90463. 65445.45463.05462.85455. 10473.30460. 85478. 90485. 15490.20487.25466. 00474. 30470. 95463.20468. 80473.37478.25477. 00
Sept. 18, 1933Mar. 10, 1935July 29Jan. 23, 1936Aug. 25,July 12, 1937Aug. 14Jan. 13, 1938Aug. 19Apr. 8, 1939July 15Aug. 15Dec. 10Aug. 3, 1940Aug. 4, 1941Aug. 10, 1942Aug. 12, 1943Dec. 18July 11, 1944Aug. 12July 24, 1945July 10, 1946July 22, 1947May 16, 1948Aug. 10Sept. 15
153.00162.25153.15153.95159.61151.54164. 84156. 04157.24170.41156.70158. 02164. 96145.23143.20159.77184. 11187.28116.11190. 57182. 54176. 47178.23201.69
.202.34211.97
483.55474.30483. 40482.60476. 94485.01471.71480. 51479.31466. 14479.85478.53471. 59491.32493.35476. 78452.44449.27460. 44445.98454.01460. 08458.32434. 86434.21424.58
S2-94
[Catarina Farms. 13i miles southeast of Carrizo Springs. Used drilled stock well, diameter 10 inches, depth 1, 424 feet. Measuring point, top of pump base, 0. 5 foot above land-surface datum and 694. 60 feet above mean sea level]
Dec. 10. 1929Jan. 15, 1930Feb. 18Mar. 19Apr. 17May 16June 19July 14Aug. 22Sept. 23Oct. 31Dec. 10Jan. 15, 1931Feb. 9Mar. 3Jan. 11, 1932Feb. 4Mar. 22May 6
190. 70192.00191.70192.30191.60191.10189.60189.50189. 80192.30192.05188. 70189.90188.35187.10193.70190. 60182.50187.60
503. 40502. 10502. 40501.70502. 50502. 60504. 50504. 60504. 30501. 80502. 05505.40504.20505.75507. 00500.40503. 50511.60506. 50
July 3, 1932Aug. 30Dec. 20Mar. 21, 1933Sept. 18Mar. 10, 1935July 29Jan. 23, 1936July 12, 1937Aug. 14Jan. 13, 1938Aug. 24Aug. 15, 1939Aug. 4, 1940Aug. 4, 1941Dec. 18, 1943Aug. 12, 1944July 24, 1945July 10, 1946
181.90183. 50177.30176.90174. 50172.95174.20172.35171.63171.78176.60176.96176.01171.28168. 84195.55191.54187.26193.04
512.20511.10516.80517.20519.60521.15519.90521.75522.47522.32517.50517.14518.09522.82525.26498. 55502. 56506. 84501.06
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BASIC DATA 229Table 11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. C onti nued
Water levelbelow
land-surfacedatum (feet)-
Altitudeof watersurface(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
S2-102
[J. P. Giles. 15| miles southeast of Carrizo Spring! 10 inches, depth 1,185 feet. Measuring point, top datum and 582. 95 feet above mean sea level]
i. Unused drilled irrigation well, of pump base, 1. 0 foot above land-
diameter surface
Oct. 25, 1929Nov. 19Feb. 18, 1930Mar. 19May 16June 19July 14Sept. 23Oct. 31Feb. 9, 1931Mar. 3Apr. 24June 26July 27Sept. 29Jan. 11, 1932Mar. 22May 6July 5Aug. 30Dec. 30Mar. 21, 1933Sept. 18Mar. 11, 1935
109.80119.90140. 80148. 50133.60123.80119.60125.80118.85112.10116.40120. 20103. 7599.5098.85
105. 10115.35119.00116.75113.90106. 25100. 00100. 00106.45
472. 15462.05441.15433.45448.35458.15462.35456.15463. 10469. 85465. 55461.75478.20482. 45483. 10476.85466.60462.95465.20468.05475. 70481. 95481.95475. 50
July 29, 1935Jan. 23, 1936Aug. 27July 13, 1937Jan. 13, 1938July 15, 1939Aug. 15Dec. 8Aug. 3, 1940Aug. 4, 1941Aug. 10, 1942Aug. 13, 1943Dec. 18July 11, 1944Aug. 12July 21, 1945July 10, 1946July 22, 1947Aug. 10, 1948Sept. 14Oct. 11Nov. 9Dec. 23
102. 00106. 60114.32110.14107.48110.31110.08110.07103. 80100. 82105.11113.45114.77113.99113.14112.55112.45110.91113.60113.87114.31114.87115.52
479. 95475.35467. 63471.81474. 47471.64471.87471.88478. 15481.13476. 84468. 50467. 18467.96468. 81469. 40469. 50471.04468.35468. 08467.64467.08466.43
S3-10
[H. H. Coffield. 19f miles southeast of Carrizo Springs. Used drilled irrigation 8 inches, depth 1, 419 feet. Measuring point, top of casing, 0. 5 foot above land- 545. 35 feet above mean sea level]
well, diameter surface datum and
Dec. 17, 1929Jan. 15, 1930Feb. 18Mar. 19June 19July 14Aug. 22Feb. 9, 1931Mar. 3May 26June 26July 27Sept. 29Dec. 3Jan. 11, 1932Feb. 4Mar. 22May 6July 5Aug. 30
83.5083.0586.4092.6583.5079.4579.1074.3071.1069.9068.1065.7563.6069.9567.8567.9067.9073.7072.8071.75
461.35461.80458.45452.20461.55465.40465.75470. 55473. 75474. 95476. 75479. 10481.25474. 90477. 00476.95476. 94471.15472.05473. 10
Dec. 20, 1932Mar. 21, 1933Aug. 27, 1936July 13, 1937Aug. 14Jan. 13, 1938Aug. 25July 16, 1939Aug. 15Aug. 3, 1940Aug. 4, 1941Aug. 10, 1942Aug. 13, 1943July 7, 1944Aug. 12July 24, 1945July 10, 1946July 22, 1947May 14, 1948Sept. 16
67.7064.5075.1369.5672.7374.9683.0976.3673.9665.3464.5972.8483.9388.8788.3385.0688.6790.16
107. 94102.03
477. 15480. 85469. 72475. 29472. 12469. 89461.76468.49470.89479.51480.26472.01459.92455.98456.52459. 79456. 18454. 69436.91442.82
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230 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dimmit and Zavala Counties, Tex. Continued
Water levelbelow
land- surfacedatum (feet)
Altitudeof watersurface
(feet)
Date
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface
(feet)
S3-16
[Catarina Farms. 17 miles southeast of Carrizo Springs. Unused drilled irrigation well, diameter 10 inches, depth not available. Measuring point, top of pump base, 1. 0 foot above land-surface datum]
Aug. 27, 1936July 13, 1937Aug. 14Jan. 13, 1938Aug. 25Apr. 8, 1939July 15Aug. 15
137.80128.24134. 82130.55132.64139.56132.41133.11
Aug. 3, 1940Aug. 4, 1941Aug. 13, 1943July 24, 1945July 10, 1946July 22, 1947Sept. 16, 1948
125.32124. 59140. 42145. 93143. 62141.43152.53
[Catarina Farms. 16| miles i 10 inches, depth 1, 422 feet, and 598. 20 feet above mean
S5-3
southwest of Carrizo Springs. Unused drilled irrigation well, diameterMeasuring point, top of pump base, 1. 0 foot above land-surface datum
sea level]Dec. 10, 1929Jan. 15, 1930Feb. 18June 19July 14Aug. 22Sept. 23Oct. 31Dec. 10Jan. 15, 1931Feb. 9Mar. 3Apr. 24May 26June 26July 27Sept. 29Dec. 3Jan. 11, 1932Feb. 4Mar. 22May 6July 3Aug. 30Dec. 20
121.70126.40128.90126.30122.70117.75118.25117.40113.80118.40112.10107. 50115.40109. 00106. 00100.3596.65
106.35102.15103.40104. 15111.80110.50109.85103. 90
475. 50470. 80468. 30471.00474. 50479. 45478. 95479. 80483. 40478.80485. 10489. 70481. 80488.20491.20496. 85500. 55490. 85495. 05493. 80493.05485. 40486. 70487.35493. 30
Mar. 21, 1933Sept. 18Mar. 10, 1935July 29Jan. 23, 1936July 13, 1937Aug. 14Jan. 13, 1938Aug. 24July 16, 1939Aug. 15Aug. 4, 1940Aug. 4, 1941Aug. 10, 1942Aug. 13, 1943Dec. 18July 7, 1944Aug. 12July 21, 1945July 10, 1946July 22, 1947May 15, 1948Aug. 10Sept. 15
97.5097.5097.5598.1097.7597.1999.34
102.39100. 18102.88103. 1096.6294.21
104. 57116.23131.24119.40120. 89138. 52139.60137.95143.55144. 67147. 87
499. 70499. 70499. 65499. 10499. 45500.01497. 86494.81497. 02494. 32494. 10500. 58502. 99492.63480. 97465. 96477.80476.31459. 68457.60459.25453. 65452. 53450.33
S5-5
[Catarina Farms. 18% miles south of Carrizo Springs. Used drilled domestic and stock well, diam eter 12 inches, depth 1, 374 feet. Measuring point, top of pump base, 1. 0 foot above land-surface datum and 613. 70 feet above mean sea level]
Dec. 10, 1929 Jan. 15, 1930 Feb. 18 Mar. 19 Apr. 17 May 16 June 19 July 14 Aug. 22 Sept. 23 Dec. 10
72.45 72.15 73.70 74.20 75.69 92.80 74.60 73.85 72. 70. 71.80 70.80
540.25 540. 55 539. 00 538. 50 537. 10 519. 90 538. 10 538.85 540. 00 540. 90 541.90
Feb. 9, 1931 Mar. 3 Apr. 24 May 26 June 26 July 27 Sept. 29 Dec. 3 Jan. 11, 1932 Feb. 4 Aug. 30
70.15 69.40 68.85 68.70 68.20 67.00 65.00 65.10 65.00 65.40 67.20
542. 55 543. 30 543.85 544. 00 544. 50 545. 70 547. 70 547. 60 547. 70 547.30 545. 50
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BASIC DATA 231Table 11. Water levels in observation wells in Dimmit and Zavala Counties,
Tex. Continued
Date
Water level below
land- surface datum (feet)
Altitude of water surface
(feet)Date
Water level below
land- surf ace datum (feet)
Altitude of water surface
(feet)
S5-5--Continued
Dec. 20, 1932Sept. 18, 1933Aug. 27, 1936Aug. 14, 1937Aug. 24, 1938Aug. 15, 1939Aug. 4, 1940Aug. 4, 1941Aug. 10, 1942
65.6064.4068.3062.6763.7266.3466.0864.5868.23
547. 10548. 30544. 40550. 03548. 98546.36546. 62548. 12544. 47
Aug. 13, 1943Dec. 18July 7, 1944Aug. 12July 24, 1945July 10, 1946July 22, 1947Aug. 10, 1948Sept. 16
75.1775.2678.3777.1875.9680.1377.1482.0580.92
537.53537. 44534.33535. 52536. 73532. 57535. 56530.65531.78
S5-10
[Catarina Farms. 19j miles southeast of Carrizo Springs. Used drilled domestic and stock well, diameter 10 inches, depth 1, 615 feet. Measuring point, top of concrete block, 0. 5 foot above land-surface datum and 571. 70 feet above mean sea level]
Dec. 11, 1929Jan. 15, 1930Feb. 18Mar. 19May 16July 14Aug. 22Sept. 23Oct. 31Dec. 10Jan. 15, 1931Feb. 9Mar. 3Apr. 24June 26July 27Sept. 29Dec. 3Jan. 11, 1932Feb. 4Mar. 22May 6
85.9086.5096.1597.45
100. 9095.8594.1093.6592.2089.0591.2588.8585.7589.4083.6581.2077.8081.8580.7080.0079.9085.25
485. 30484. 70475.05473.75470.30475. 35477. 10477. 55479. 00482. 15479. 95482.35485. 45481.80487. 55490. 00493. 40489.35490. 50491.20491-30485. 95
July 3, 1932Aug. 30Dec. 20Mar. 21, 1933Sept. 18July 29, 1935Jan. 23, 1936Aug. 27July 12, 1937Aug. 14Jan. 13, 1938Aug. 24July 16, 1939Aug. 15July 7, 1944Aug. 12July 24, 1945July 10, 1946July 22, 1947Sept. 16, 1948
85.7585.5079.6475.2577.9077.1576.9075.1375.8978.7982.3879.4883.7181.8796.5696.7695.3497.2796.13
104. 37
485. 45485. 70491. 56495.95493.30494. 05494. 30496. 07495.31492. 41488. 82491. 72487. 49489. 33474. 64474. 44475. 86473. 93475. 07466. 83
S6-4
[O. V. Ray. 21 miles southeast of Carrizo Springs. Unused drilled irrigation well, diameter 10 inches, depth 1,432 feet. Measuring point, top of pump base, at land-surface datum and 482. 26 feet above mean sea level]
Nov. 1, 1928Nov. 15Jan. 15, 1930Mar. 19Apr. 17May 16June 19July 14Aug. 22Sept. 23Oct. 31Dec. 10Feb. 9, 1931Mar. 3Apr. 24May 26June 26July 27Sept. 29Dec. 3
23.0020.0024.6537.2038.8033.1524.9023.8024.8026.3020.4318.6016.7014.0020.8013.8012.007.307.10
12.15
459.26462.26457.61445. 06443. 46449.11457.36458. 46457. 46455.96461.83463. 66465. 56468.26461. 46468. 46470.26474. 96475. 16470. 11
Jan. 11, 1932Feb. 4Mar. 22May 6July 3Aug. 30Dec. 20Mar. 21, 1933Mar. 10, 1935July 29Jan. 23, 1936Aug. 27July 13, 1937Aug. 14Jan. 13, 1938Aug. 25July 15, 1939Aug. 15Dec. 8May 16, 1940
9.6011.6013.1518.6017.7514.758.381.05
10.106.80
10.5017.927.84
13.6810.2111.049.84
10.719.399.08
472.66470. 66469.11463.66464. 51467. 51473.88481.21472. 16475.46471. 76464. 34474. 42468. 58472. 05471.22472. 42471.55472.87473. 18
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232 GEOLOGY AND GROUND WATER, WINTER GARDEN, TEXAS
Table 11. Water levels in observation wells in Dinunit and Zavala Counties, Tex. Continued
Date
Water levelbelow
land-surfacedatum (feet)
Altitudeof watersurface(feet)
Water levelbelow
land- surf acedatum (feet)
Altitudeof watersurface
(feet)
S6- 4- -Continued
Aug. 3, 1940Aug. 4, 1941Aug. 10, 1942Aug. 13, 1943July 7, 1944Aug. 12
7.097.00
10.6621.2522.5521.57
475. 17475.26471.60461.01459.71460. 69
July 24, 1945July 10, 1946July 22, 1947May 15, 1948Aug. 10Sept. 15
20.3920.6219.8619.5221.8022.32
461.87461.64462. 40462. 74460.46459. 94
Tl-5
[R. W. Wilson. 24f miles southeast of Carrizo springs. Used drilled irrigation well, diameter 8 inches, depth 1, 710 feet. Measuring point, top of pipe clamp, at land-surface datum and 484. 25 feet above mean sea level]
Jan. 6, 1930 Feb. 24 Apr. 22 May 21 June 26 July 18 Aug. 23 Sept. 24 Oct. 31 Dec. 12 Jan. 13, 1931 Feb. 5 Mar. 5 Apr. 30 May 27 June 25 July 28 Oct. 5 Dec. 5 Jan. 12, 1932 Feb. 12 Mar. 24
3.50 3.50 6.80 6.90 4.90 4.05 4.30 4.85 3.80 2.95 2.95 1.65
Flowing 1.75
Flowing Flowing Flowing Flowing Flowing Flowing Flowing Flowing
480. 75 480. 75 477.45 477.35 479.35 480.20 479.95 479.40 480. 45 481.30 481.30 482.60
482. 50
July 2, 1932 Aug. 30 Mar. 23, 1933 Sept. 16 Aug. 28, 1934 Aug. 25, 1936 July 30, 1937 Aug. 17 Jan. 15, 1938 Aug. 22 July 14, 1939 Aug. 11 July 30, 1940 Aug. 5, 1941 Aug. 10, 1943 Aug. 10, 1944 July 25, 1945 July 10, 1946 July 22, 1947 May 14, 1948 Sept. 21
0.71 1.05
Flowing Flowing
7.50 8. 15 4.05 9.19 6.17 8.51 6.93 7.95 1.79 2.58
13.75 14.42 15. 19 17.48 16.45 25.77 29.34
483.54 483.20
476. 75 476. 10 480. 20 475.06 478. 08 475. 74 477.32 476. 30 482.46 481.67 470. 50 469. 83 469. 06 466.77 467.80 458.48 454.91
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Tab
le 1
2.
An
aly
ses
of g
roun
d w
ater
s in
the
Win
ter
Gar
den
dis
tric
t,
Tex
as
Wel
lO
wne
r
Dep
th
of
wel
l (f
eet)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mh
os)
at
25°C
)
PHS
ilic
a (S
i02
)Ir
on
(Fe)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sod
ium
(Na)
Pota
s
sium
(K
)
Bic
ar
bona
te
(HC
03
)Sul
fate
(so4
)C
hlo
ri
de
(ci)
Flu
o-
ride
(F)
Nit
rate
(N
03)
Dis
so
lved
so
lids
Tot
al
har
dnes
s as
CaC
O3
Per
cent
sodi
um
CA
RR
IZO
SA
ND
H7-1
3 20
21
23
H8-1
7 68
H9-1
2
17-3
M3-3 6 36
M6-10
M9-1 14
Roy
Corn
ett ---
O. V.
Vi
cker
y
do
A. D. Wa
lker
Kincaid Br
os--
--
W. M. Van Cl
eve
B. H. Er
skin
e
172
130
164
182
234 84
58
250
100
263
150
335
410
Apr.
9,
193
0
May
20, 19
30
Dec.
10, 1937
Apr.
9,
193
0
Dec.
27
,194
8
Nov.
26, 19
30
Apr.
17, 19
30
May
21, 19
30
Apr.
18, 19
30
Apr.
16, 19
30
Apr.
6,
1939
856
16 32
12 30 55 25
16
4.9 .43
69 .1
5
.06
.13
.29
110
130
101
128
107
222
111
135 88 21
40
20
19 17 17
29
25 9.1
20 13 8.6
12
20 2 4
35 2 9
50 5
97 172 75
2.8
3 2
3.8
4 0
4.5
3
4.5
6.1
4.2
372
457
343
388
361
262
548
281
344
214
287
309
341
293
286
33
29
34
30
69
54 5 45
113 32
78
149 92
41
37
44
18
67
39
71
117
282 94
93
226
120 98
73
26
20
0.1 .2 .6
1.1 .20
1.9 .20
1.2
3.5 .20
22 4.0
10 .2
0
.70
.52
422
450
390
549
512
894
516
588
623
559
345
357
403
321
*285
390
386
658
315
420
*OQO
273 88
149
*150
12
10
22 17
12
23
27
21 44 81
53
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es a
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Tab
le 1
2.
Analy
ses
of g
roun
d w
ater
s in
the
Win
ter
Gar
den
dis
tric
t, T
exas C
onti
nued
to CO
Wel
lO
wne
rD
epth
of
w
ell
(fee
t)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mho
s at
25°C
)
PHS
ilic
a (S
i02)
Iron
(F
e)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sodi
um
(Na)
Pota
s
sium
(K
)
Bic
ar
bona
te
(HC
u3)
Sul
fate
(S
04)
Chl
o
ride
(C
l)
Flu
o-
ride
(F
)
Nit
rate
(N
03)
Dis
so
lved
so
lids
Tot
al
hard
ness
as
CaC
O3
Per
cent
so
dium
CA
RR
IZO
SA
ND
- C
ontin
ued
8 17
49
49
58
62
66
68
70
75
N2-
4 19
37
N4-
34
38
W.
Ric
hey
Mat
hew
s R
anch
R.
K.
Mil
ler
d
o
R.
W.
Nor
ton
Mat
hew
s R
anch
Em
ma
Man
gum
J. A
. L
anni
ng,
Sr
I. T
. P
ryo
r E
stat
e
W.
Y.
Gie
sler
F.
M.
Dun
kle
180
134
520
520
202
630
655
300
240
494
338
2,68
0
470
1,03
5
450
Oct
. 18
, 19
30
Apr
. 3,
193
0
May
9,
194
5
Apr
. 18
, 19
30
Oct
. 18
, 19
30
May
4,
193
9
Dec
. 27
, 19
48
d
o ---
--
Oct
. 25
, 19
30
- 19
30
Dec
. 27
, 19
48
Feb
. 6,
192
8
Jan.
5,
194
9
499
751
640
571
596
7. 1
20
18
26 16
20 14
19
14
.06
5.6 .03
.15
4.6
1.6
2.0
1.6 .24
60
70
85
34
74
78 105 91
281 99
88
54
42
19
15
14
15
22
18 24
20
54
27
19
15
17
0
12 154
3 2 1 2 7 13
61 60
2.8
3.0 5.
6
6 2 5 3 5 6 2.1 3.
6
5
254
248
280
283
332
322
312
200
356
348
353
345
312
265
288
25
66
13
21
82
48
36
49
41
38
88
150 27
46
40
32
60
14
15
94
28
16
75
40
24
500
152 13
45
27
0.4
3.3 . 1
5
.2
.30
.0
.0
5.8
1.8 .5
.42
.30
.0
.21
.0
390
270
303
569
367
324
418
388
1,17
0
734
316
366
348
228
236
270
146
275
269
*292 36
0
309
924
358
298
196
175
37
11
24
70
22
15 8 14
15
45 2 41
45
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55
56
7 9 42
48 48
58
59
67
72 72
76
81
92 2 27
40 AK
..... d
o
Ow
en W
illi
ams
W.
E.
Ric
har
dso
n
E.
B.
Tay
lor
Cit
y of
Cry
stal
C
ity.
d
o
Mar
rs M
cLea
n --
d
o
W.
B.
Gat
es
Mrs
. C
. L
. C
oler
nan.
d
o
R.
L.
Gu
yle
r-
Cal
ifo
rnia
P
ack
ing
Cor
p.
Ear
dle
y E
stat
e
703
520
1,00
1
858
1,08
2
1,05
0
1,05
0
1,03
8
970
1,06
0
1,16
0
1,16
0
950
990
1,16
3
472
188
1 09
9
Apr
. 27
,193
9
Dec
. 10
,193
7
Oct
. 25
, 19
30
Apr
. 19
, 19
30
Mar
.
1947
Apr
. 26
, 19
30
May
4,
193
9
June
20
, 19
30
Apr
. 29
,193
9
Dec
. 9,
193
7
Apr
. 11
,193
9
Apr
. 26
, 19
39
Dec
. 27
, 19
48
Dec
. 27
,194
8
Apr
. 4,
193
0
June
26
, 19
30
Til
l
94
IQ^n
944
1,0
60
754
17 22 26 17
16 16
44 91
4.6
.29
.48
1.1
(?. 0
6
.02
n9
92
92
97
66 96 68
98 44 32
39 44
20
26
22
18 21 25
25 11
11 14
12
202
5
57 56 12 2<
75
53
RQ
!
7.2
5.6
6.0
1
4.2
4.4
a n
249
290
278
366
306
336
306
298
344
289
334
316
346
332
304
320
294
259
124
267
24 31 24 92 118 87 66 109 94 65 87 100 79 90 88 83 60 38 41 37
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ft i n
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a as
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010
337
OO
Q
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7Q
OO
fi
jkO
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040
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57 46 44
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Tab
le 1
2.
Analy
ses
of
grou
nd w
ate
rs i
n th
e W
inte
r G
arde
n dis
tric
t, T
exas C
onti
nued
Wel
l O
wne
r
Dep
th
of
wel
l (f
eet)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mh
os
at 2
5°C
)
PHS
ilic
a (S
i02)
Iron
(F
e)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sod
ium
(Na)
Pota
s
sium
(K
)
Bic
ar
bona
te
(HC
03)
Sul
fate
(S
04
)
Chl
o
ride
(CD
Flu
o-
ride
(F)
Nit
rate
(NO
g)
Dis
so
lved
so
lids
Tot
al
har
dnes
s as
CaC
Og
Per
cen
t so
dium
to 03
CA
RR
IZO
SA
ND
--C
onti
nued
N7-
46
46
56
67
69^
74
74
75
99
110
125
126
142
145
146
149
152
153
d
o -
H.
H.
Her
rin
gto
n-
Dr.
B.
F.
Sm
ith
G.
E.
Whi
tney
Mob
ley
Bro
s --
--
War
d &
Con
n -
A.
J.
Kna
ggs -
---
Cit
y of
Car
rizo
S
prin
gs.
Mob
ley
Bro
s - -
W.
L.
Mea
sles
--
Tis
del
l
L.
H.
Upc
hurc
h -
1,02
2
1,02
2
600
310
504
306
410
312
133
322
420
340
300
280
375
215
Nov
. 29
, 19
38
Dec
. 28
, 19
48
Feb
. 2,
192
8
Jan.
4,
194
9
Mar
. 28
,193
0
Apr
. 14
, 19
39
Dec
. 21
,193
8
Feb
. 27
,192
8
Mar
. 15
,193
0
Apr
. 6,
193
9
Dec
. 21
,193
8
Apr
. 26
,193
9
Feb
. 20
,193
9
Mar
. 13
,193
9
Dec
. 7,
193
7
537
590
19 21
18
26 37
23
----
-
0.2
1
1.4 .0
8
.06
45 38
40
111 60 69
39 37
14 12
15
22 20 14
14 12
5E
76 7(
56
12;
110
127 12
5.5
)
6.6
3.7
5.8
7
310
260
288
282
276
265
239
254
222
260
214
221
206
266
121
288
220
197
92
38
50
40
41
81
61
82
123 82
107 94 43
76 402 52 85
112
108 26
105 30
32
141 95
16
132 16
130
113 37
85 720 46 95
195
0.3 .1
0.2
0
.0
.15
.15
.2
.23
.25
4.0
.26
.0 2.4
325
355
353
604
567
584
515
468
*69
170 99
144
162
368
*Q
1
C
HO
O
232
HO
O
230
155
142
jkQ
OQ
*Q
9
*75
*Q
O1
41 54
48
26 53 51
65 66
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N7-
173
N8-
8 42 56
Cit
y of
Car
rizo
S
pri
ng
s.
Wag
ner --
---
A.
Wagner
J. C
. &
O.
E.
Boo
kout
.
W.
Wil
cox
John
Ive
y
T.
W.
Cou
rtne
y -
Cit
y of
Bru
ndag
e-
A.
A.
Sw
inde
ll
S.
P.
Sp
ald
ing
Ehle
rs B
ros-
----
R.
N.
Mit
chel
l --
do
101
Mar
rs M
cLea
n
1,13
5
10
2
do
1,22
4
104
Hir
am G
. H
ines
-
10
4
do
104 d
o--
----
---
10
4 d
o
104 do
106
John
Stahl
108
F. W
ebb
See
foot
note
s at
end
of
tab
le.33
8
1,21
2
1,09
4
1,00
5
425
700
1,17
0
1,17
0
408
495
440
660
660
1,13
5
1,22
4
582
582
582
582
582
450
564
May
10
, 19
45
Mar
. 1
913
May
24
, 19
30
Mar
. 15
,193
9
Jan.
4,
194
9
May
11
,194
5
Mar
. 29
, 19
30
Dec
. 7,
193
7
Nov
. 23
,193
8
June
26
, 19
30
Feb
. 7,
192
8
Feb
. 11
,192
8
Dec
. 4,
1937
Sep
t. 1,
194
1
Dec
. 19
, 19
43
July
26
, 19
45
Mar
. 1
947
Dec
. 6,
193
7
Dec
. 2,
1937
1,05
0
738
770
3,7
30
7.5
7.8
24 19 24 23
23 27
20
24
.18
1.6
.10
0.4
0
.73
.71
.22
.04
.27
58 24
25 39
44
36
23 27
17
18 39 70
46
16 12 9.3
19
15
11 9 9.2
6.5
9.4
44 45
34
117 26
535
9 £
112
107
£
133
493 l,i;
24
0
7.2
2
9. 1
5.0
4
5.4
3.2
0
985 1
714
221
280
265
383
306
284
287
323
284
292
295
265
281
318
499
130
390
376
365
326
330
280
113
130
1 Q
Q 54
47 46 AQ
1 Rd 491
OO
P?
597
402
335
133
136 48
OO
O
47 09 40 00 44 420
1 °.
9n
1,21
0
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tn
1,12
0
795
435
185
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1.0 .5 .0
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4.0 .1
0
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1 ft 1
Q
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606
1,55
0
446
454
O O
R
Ioon
3 25
0
3,00
0
2,15
0
210
109
101
*112 17
6
135
CM
*102
*1 1
ft
105
on 84 *22
99ft
*348
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51 QA
54 62
72 01 QQ 91
fcO co
-si
![Page 246: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/246.jpg)
Tab
le 1
2.
Analy
ses
of g
roun
d w
ater
s in
the
Win
ter
Gar
den
dis
tric
t, T
exas C
onti
nued
Wel
lO
wne
r
Dep
th
of
wel
l (f
eet)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mh
os
at 2
5°C
)
PHS
ilic
a (S
iO2)
Iron
(F
e)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sod
ium
(N
a)
Po
tas
si
um
(K)
Bic
ar
bona
te
(HC
03)
Sul
fate
(S
04)
Chl
o
ride
(CD
Flu
o-
ride
(F)
Nit
rate
(N
03)
Dis
so
lved
so
lids
Tot
al
hard
ness
as
CaC
O3
Per
cen
t so
dium
to 00 oo
o R
O f
O o oC
AR
RIZ
O S
AN
D--
Con
tinu
ed
N8-
122
N9-
3 3 6 7 8 15
20
20
20
25
37
45
SI-
18
32
37
B.
R.
Guy
ler
O.
H.
Nan
ce
J.
T.
Kin
nard
Cit
y of
Big
Wel
ls
d
o
d
o
d
o
C.
W.
Bar
ker
Fed
eral
Lan
d B
ank
J.
C.
John
son
O
P
Leo
nard
--
912
1,23
6
1,4
48
1,6
00
1,41
2
1,5
80
1,35
5
1,35
5
1,35
5
1,3
00
1,5
00
320
Jan.
1
913
Dec
. 1
913
June
21
,193
0
Dec
. 1,
193
8
Dec
. 1,
193
8
Dec
. 9,
193
7
Feb
. 27
,193
9
May
11
, 19
45
Dec
. 30
,194
8
May
15
, 19
40
Feb
. 27
,193
9
Mar
. 18
, 19
30
Nov
. 19
, 19
38
May
2
1
1Q
39
1,0
60
723
8.4
29 17
20 38
0.5
8
.42
.32
38 4.3
30
27 67
12 1.6
16
10 13
96 228
1 1
64
6.4
8.6
10
19
6.2
261
389
303
222
246
347
294
361
343
361
300
304
266
202
175
1 H
4
42
50
55
40
67
85
50
91
96
90
61
59
72
73
75 7fi
38
119 37
29
36
340 60
85
85
85
50
40
49
89
125
1 1R
0.1
0
.8 1.6
0.2
5
.4 .70
.2 .0
.0 .05
.15
410
612
442
405
456
*168
*184 14
4
*10 17
141
108
*69
221
*231
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60 95
63
70 40
![Page 247: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/247.jpg)
3 4 5 8 18
24
24
25
62 62
78
83
86 86
96 103
110
111
116
133
1355
See
i
Ste
nnit
t &
Oel
kers
d
o ---
---
Ear
dley
Est
ate
«
Osc
ar P
olla
rd
Cen
tral
Pow
er &
L
ight
Co.
d
o
D.
J.
ffil
l
M.
W.
Far
dw
ell-
J.
H.
Lon
g
J. T
. S
tenn
itt
J. W
. W
alth
all
ootn
otes
at
end
of t
600
694
634
670
670
667
667
677
640
640
1,00
0
1,10
0
1,02
1
1,02
1
1,08
1
512
572
420
able
.
Nov
. 21
, 19
38
d
o ~
Nov
. 22
, 19
38
Dec
. 7,
193
8
Apr
. 14
,193
0
Dec
. 23
,194
8
June
4,
193
0
Mar
. 28
, 19
30
May
11
, 19
45
Apr
. 8,
194
7
Mar
. 1
947
May
23
,193
0
Ar\f
IQ
d^
June
25
, 19
45
Nov
. 21
, 19
38
Mar
. 28
,193
9
May
17
, 194
0
Jan.
4,
194
9
Nov
. 21
, 19
38
Jan.
4,
194
9
967
1,19
0
1,46
0
970
829
975
7.8
23
21
26
20 17 23 16 26
0.08 .26
.08
.34
.09
....
.
....
.
26 28
350 53 60 24
35 72 17 28
29 57
7.3
13
207 14 15 9.
4
11 37 9.9
11
14 15
152
1
1,61
0
172
158
1
207
7 1 2 1 1
6.4
70 23
6.8
20
71 7.
0
26
36 86
36 41
268
281
282
292
302
290
281
270
321
246
242
240
288
242
280
299
304
238
248
282
287
292
90 90 fin
107
1,61
0
198
200
340
Q1 50 108
127
on 79 49
1 93
122
one
105
148
7on
212 70 74
on
.8 .4 .20
9R.
3 OR
.10
.0 1 3
.0 1.0 .2 .0
513
704
716
537
463
RRd
*102
*105
*132 *90
124
190
211
*180 98
OQO
oo
115
130
*192
P7O
75 67 59 79 P7O
OO
rjo
0/1
69
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Tab
le 1
2.
Analy
ses
of g
roun
d w
ater
s in
the
Win
ter
Gar
den
dis
tric
t,
Tex
as C
on
tin
ued
Wel
lO
wne
r
Dep
th
of
wel
l (f
eet)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mho
s at
25°
C)
PHS
ilic
a (S
i02)
Iron
(F
e)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sodi
um
(Na)
Po
tas
si
um
(K)
Bic
ar
bona
te
(HC
O3)
Sulf
ate
(so4
)C
hlo
ri
de
(Cl)
Flu
o-
ride
(F
)
Nit
rate
(N
03)
Dis
so
lved
so
lids
Tot
al
hard
ness
as
CaC
O3
Per
cent
so
dium
to hp^
o
CA
RR
IZO
SA
ND
--C
ontin
ued
S3-1 1 4 10
22
S5-5
S6-4
8
Tl-
2 5 5 6 7
Wil
liam
O'B
rien
d
o
Ras
mus
sen
and
othe
rs.
H.
H.
Cof
fiel
d
Cat
arin
a F
arm
s-
O.
V.
Ray
R.
W.
Bri
ggs
R.
W.
Wils
on -
Sil
verl
ake
Ran
ch
1,80
0
1,80
0
1,77
6
1,41
9
1,14
0
1,37
4
1,43
2
1,80
0
1,71
0
1,71
0
Dec
. 7,
193
8
Jan.
15
, 19
49
Dec
. 7,
193
8
Apr
. 17
,193
0
May
11
,194
5
Mar
. 19
,193
0
Apr
. 17
,193
0
Dec
. 12
,194
8
Apr
. 4,
193
0
May
16
, 194
0
3,25
0
2,09
0
1,12
0
7.9
58 20
18
46
14
53 23
0.4 .30
.15
.15
0.54
8.6
9.5
16
22
68 5.5
11 310
6.7
4.2
6.9
10
34 2.6
5.8
114
7
195
392
201
2,62
0
2
153
45
4.8
25 8.8
26
45
4.6
378
704
398
205
240
248
333
282
272
280
282
786
178
111
314
115
102
212
243
956
131 63
67
72
132
1,96
0
165
540
165
116
378 71
3,46
0
133 32
42
60
178
1,76
0
1.0
0.0
3.7 .0 .29
1.2 .32
2.3
2.0
.73
.50
2,02
0
576
1,17
0
720
7,43
0
711
474
*68 49 41
68
96
309 24
*C
Q 51
*20
97 91
89
82
95
96 87
CO
OK
MO
UN
TAIN
FO
RM
AT
ION
N6-
1N
orm
an G
ates
-48
Dec
. 7,
194
966
17.
439
8217
1 23 127
141
-41
1.2
406
274
15
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BIG
FO
RD
ME
MB
ER
OF
MO
UN
T S
EL
MA
N F
OR
MA
TIO
N
56
N2-
11
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22
N7-
137.
N8-
24
30
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42
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7
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Dif
fo
W.
M.
Cla
rk -
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A.
Her
o E
stat
<
H.
P.
Bai
ley -
Wal
lace
Roger
s
Jim
Sta
nd
ifer
-
Cat
arin
a F
arm
s -
230
123
1,0
00
31
66
435
120
140
60-7
0
Feb
. 8,
192
8
Feb
. 9,
192
8
June
28
,191
9
Apr
. 7,
193
0
May
6,
193
0
Dec
. 7,
194
9
May
16
, 19
40
7,8
80
7.7
29
35
38 14
12 16
2.0
.07
.25
1.8
1.1
48
82
145 69
385
418 32
16
24
65 53
218
294 15
66
32
1,4
40
3,3
90 1,
1,
5.1
4.0
22
50
310
330
338
300
139
366
372
278
158
234
384
38
93
805
574
806
4,0
70
574
3,1
00
680
16
24
2,9
00
1,5
80
1,7
10
3,4
20
564
1,1
90
2,1
90
0.0
5
.15
4.8
2.9
2.1
0
376
446
4,2
60
1,8
00
6,4
40
4,9
30
186
303
*1,2
10
390
1,85
6
*1,2
00
2,2
50
142
45
20 89
80 56
97
IND
IO F
OR
MA
TIO
N
H7-
3
H8-
1
M3-
2
M9-
4 16
17
18
E.
B.
Flo
wer
s --
J.
C.
& C
. B
.F
enle
y
Chi
ttem
Est
ate
-
do -------
. d
o
100
120
130
200
....
...
May
20
, 19
30
Apr
. 9,
193
0
Nov
. 18
, 19
38
July
28
,194
9
d
o
d
o
5,0
30
1,0
80
4,6
40
7.8
7.8
7.5
12 18
26
22
3.1
15
140
401
158 36
180
47
265 61
15
71
431
9 1 8
203 25
>4
17
)0
483
666
278
238
330
456
404
313
1,5
40
205
75
1,7
50
76
1,1
70
185
642
482
153
460 75
660
0.6
0
1.1
11 .8
0
.20
.50
1,1
30
3,7
40
3,5
70
664
3,1
00
543
2,0
89
646
152
741
45
32 76
73
70
See
foo
tnot
es a
t en
d of
tab
le.
to
![Page 250: Geology and Ground- Water Resources of the Winter Garden ... · Geology and Ground- Water Resources of the Winter Garden District Texas, 1948 By SAMUEL F. TURNER, THOMAS W. ROBINSON,](https://reader030.fdocuments.in/reader030/viewer/2022021807/5bc4830f09d3f24c128c4108/html5/thumbnails/250.jpg)
Tab
le 1
2.
Analy
ses
of g
roun
d w
ater
s in
the
Win
ter
Gar
den
dis
tric
t, T
exa
s C
onti
nued
Wel
lO
wne
r
Dep
th
of
wel
l (f
eet)
Dat
e of
co
llec
tion
Spe
cifi
c co
nduc
t
ance
(m
icro
mho
s at
25°
C)
PHS
ilic
a (S
i02)
Iron
(F
e)
Cal
ci
um
(Ca)
Mag
ne
sium
(M
g)
Sodi
um
(Na)
Po
tas
si
um
(K)
Bic
ar
bona
te
(HC
03)Su
lfat
e (S
04)
Chl
o
ride
(C
D
Flu
o-
ride
(F
)
Nit
rate
(N
03)
Dis
so
lved
so
lids
Tot
al
hard
ness
as
CaC
Og
Per
cent
sodi
um
to 4^
to
IND
IO F
OR
MA
TIO
N--
Con
tinue
d
M9-
19
20
21
N7-
38
70
182
183
184
R3-
6 9
Ben
Pat
ters
on
J.
A.
Web
b
C.
M.
Bur
ns -
Ben
Pat
ters
on -
W.
C.
Am
man
n -
Hal
A.
Ham
ilton
-
200
900
530
247
183
200
475 50
d
o
d
o
Nov
. 21
, 19
38
Nov
. 20
, 19
38
July
18
,194
9
d
o
May
20
, 19
30
Nov
. 20
,193
8
3,53
0
1,59
0
1,32
0
1,68
0
1,35
0
2,13
0
7.7
8.1
7.9
7.7
7.9
7.8
19
28
36 34
54
28
330.
10
52
132 52 184 69
184
116
34
41
29 41
22
63
25
6 1 1 1 2
291
24
10
)7 .5
70
16
9.5
414
434
474
162
183
310
236
380
502
302
126
228
158
1,09
0
1,00
0
302 81
665
385
165
820
172 86
139
875
220
246
130
169
123
0.0
1.2
3.2
1C .0
9.5 .80
.12
1.0
1,88
0
972
832
1,05
0
816
1,47
0
1,28
0
270
498
249
O
628
262
718
392
*108
83
40
63 29
58
40
62
LE
ON
A F
OR
MA
TIO
N
Nl-
57
N2-
28
N3-
4
T.
J. D
ube
I. T
. P
ryor
, Jr
E.
W.
Kin
g
-
97 70 45
Feb.
9, 1928
Dec.
27, 1948
Feb.
9,19
28
631
0.40131 97
. 06 12
5
26 21 18
192.
5373
372
364
1.3
9.2
7.3
536
368
520
434
328
386
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5 6 7 8
R. Wi
llou
ghby
do
do -
60
60
60
60
May
3, 193
9
do ~
477
428
432
108
112
141
62
91
67
6.2
5.0
____
__
*555
*510
\J
Bor
on (
B)-
-Wel
l N
7-69
, 1
.0.
2/
Bor
on (
B)-
-Wel
l S
2-13
5,
0.8
2.
* H
ardnes
s det
erm
ined
by
the
soap
met
hod.
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INDEX
Acknowledgments_. __ _ ____ 21Alluvium, description.. _......... _ _. 24,52-53Analyses, tables_______ ____ 31-35,36,80,234 Aquifer, discharge.----................. 53,75.83-84
recharge______________..__... 62-65 water-bearing formations......... 3,23,56,77,83
Artesian pressure, Bigford member........... 47effects of withdrawal _ _.. ____ 70,72,75-76,84 fluctuations _________.______ 57,60-62,65
Artesian water, definition. . _. ___......... 54-55Artesian wells..._.____.___..____ 21,22,47 Asherton, population.._.................... 3
source of water___.-_-_-_......._._.__ 56wells..................................... 57,62
Balcones fault zone.-..-..-._............... 27Batesville, dam_____...........__...__. 21
population......... . .--........____ 3Batesville Hill 4Bayuca_...__...._...........__.. 6Bee Bluff-..-......-._-._..--...___...._..... 37Bibliography._._____...._.....___ 84Bicarbonate in water......_-.--.-......_. 79Big Wells, population..__.___._.__ 3
precipitation...-.__-_--____._._.._..... 7-8,9source of water.._..___..._.__..... 56
Bigford member, aquifer._..__..._...__ 23 description.___.._.--.......-.__ 25,44-47quality of water. __..............._..... 75-76use of water.__.--.._----_--.-.__-__._._.. 82
Boron in water. __.-..-.-.._........__ 80Boynton Dam__..--..-................_. 22Brand Rock_._..........__........_.__ 37,39Brundage, population _..__-_-_............... 3
source of water......_..............._ 56Burke ranch..._______..__._____.. 44
Calcium in water_.......-.....___..._...... 79Caliche.-..__.........__.________.. 52Carrizo sand, aquifer and use of water..... 23,56,83
description.___-_-.._.____...... 25,37-41,43ground water....___....__... 3,23,56,82,83quality of water..........._....___ 75-76recharge--------- - -------- 51,53,55,75,83
Carrizo Springs, population..........._.__ 3precipitation._._.----_---.-..._-_._-_ 7-8,17,57source of water.. - . . . 56wells.. 21,22,57,62
Carrizo Springs anticline.-.- --- ---- - - 27,37Castle Bock 40Catarina, population..---.-.-.-- -.--- 3
source of water....--------- ..... ... 56wells.- - 57,62
Chaparrosa Creek.. _....._... 27Chemical quality of the water, contamination. 19,
75-76 relation to use..--_........__... 78-80,82-83water-bearing formations.___. 36,44,47-48,49-50
Chimney Rock.._.. _-------_--------- 40Chittim anticline-.----------------.- 27
Chloride in water- __ _ ... ... , ________ 19,79Chupadero ranch _ . .... ..... ..... 40Claiborne group. See Bigford member,
Carrizo sand, Post-Bigford beds. Climate.....-.-.--------- ------------ 2,6-17Coal.... . 48Comanche Creek. .. _ _ ... . - _- ._ 37,44Comanche Lake __ ... __ -------------.-.-.. 6Cometa, wells.-..---------------------- 57,60-61Concretions. _ ... . . 30, 38, 41, 43, 45, 46, 48, 49 Cone of depression, formation. _ _____ . . 70, 72, 75 Construction material, caliche __ ---------- 52Cook Mountain formation, description. ... 24,49-50
use of water.. _ ___ . 83 Copiapite. -...----- ----------------- 30,38Crops. __-. _ . __ . _____ __ - _ . __ 2-3,56 Crystal City, population. .. _. _ - 3
source of water.. -..... ... ----- 56wells.-..------------------------ 57,60
Dams, irrigation __ - 21-22Dentonio _ .--..---.-.- ----------- .. 45Discharge, amount. ......... ..--.--.--- 75,83
impermeable beds.. ------------ - ... 53irrigation.-.-- . ........ . 78river 6,63springs, seeps, wells. ---------- 54,56,57
Domestic water supplies, quality of water. . 78, 82, 83 water-bearing formations. .... 43, 47, 48, 51, 52, 56
Drainage, principal rivers ,_.. ... ....-- 4-6, 50Drainage basins. ... _ . 37
Eagle Pass, precipitation. Edwards formation..... Edwards limestone. ... _. _ Edwards Plateau _ _ .._
-- 8.... .. 51 ..-.--. 28 _ _- 6
Erosion, stream.. .. ------- ...-- 4,6Escondido formation, description 25,28 Espantosa Lake ---.----- -------- 6,22Evaporation, amount. __.-. . _ 6
formation of caliche _ _ _ . _ .. ... 52Evapotranspiration losses. ------------------- 54,63
Faults 27,28Fluoride in water 79Folds. 27Fossils, location--. 38,47,51Frio River, drainage. .....-- . - 4
Kincaid formation.--- . ----- 28 Frosts------------.----------- ------- 2,6
Geologic history of the area.. ... ______ - 4-6, 23Qlauconite. __--- -.- _ __._ . _- 29Ground water, chemical quality of the water. 36,
44, 47, 48, 49-50 contamination. ... ... _ . . 19, 55, 75-76, 84discharge 54,56,57,75,83movement and occurrence. - - 53-55recharge----.-.------.-------------- 51,62-65,78source. . - 21, 22, 30, 36, 43, 47, 48, 50, 51, 52, 56, 77, 78
245
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246 INDEX
Page Ground Water Continued
storage. 3,23,56,77,83use. See Domestic water supplies, Indus
trial water supplies, Irrigation water supplies, Municipal water supplies, Stock water supplies,
withdrawal, effect on water resources 70,72,75 Gypsum,.... .-.-....__ .. ____ .. 45
Hardness of water...._ _._.. _.... _.... 79,80 Hydrographs..._._____-.-..-_.___... 58,59
Image-well theory.__...._...._........ 72Impermeable rocks...-...._.................. 29,50Indio formation, description......... 23,25,29-30,36
use of water....... ......._..._.... 82Industrial water supplies, source. ___...-..... 23,56Investigations, previous..__....___..... 20
purpose and scope.--..-..._......... 17,19-20Iron in water....-..----......._._........ 79Ironstone__.................._....___ 46Irrigation, acreage.---.-.... 21,22,51,56,60,61,62,77
area suitable_.---......._...._..... 4crops..-..--.-..._..............__... 2,3,6discharge...._...__................... 78history of dams and wells..-.______ 21-22 recharge.-..._..............__...... 77,78source of water...__........_ 22,23,43,50,56water supplies, amount_.---.------..... 56,83
chemical quality of the water........ 78,79, 80, 82, 83
wells............. 21,22,50,51, 56,57,60-62, 77,78contamination.___....... 17,19,75-76,84
Jones ranch. 27
Kincaid formation, description............ 25,28-29Kincaid ranch_..____....___....__ 28
La Pryor, fluctuations of water levels__..... 57,60population--------------------._---._._ 3precipitation...._____........_.__ 8source of water.....--.................... 56temperature....--__.....___....... 6wells...._.....___..---._.-.._.__ 47
La Pryor syncline-.... .......______.. 27Leona formation, aquifer.................. 23,77,83
deposition__ - ...._............... 4description...._.____.______ 24,50-51recharge..._......._...._...._.... 53use of water...__.................. 77,78,83
Leona River, drainage_..._............... 4perennial...___.............__....... 6
Lignite.................................... 30,38,45Limonite....--_--------_..__-.-.-.-.... 43,46Livingston, P. P., quoted.... ._ ___ 77Location and extent of area....-----.---...... 3Loma Vista.---.---------.-.....-.-.......... 49Lysimeter experiments.........__.--..... 63
Magnesium in water.-.____._.-----..--.... 79Midway group. See Kincaid formation. Minerals..-.-..........-._-.-_ 29,30,38,43,45,46,48Moisture equivalent, definition.......___.. 66Mount Selman formation, description.. 24-25,43-48
quality of water...........__....__... 75-76use of water.....__.....__....__._ 82
PageMunicipal water supplies, contamination__. 75
source...---.----------------------------- 23,56wells-... _- 47,56,57,60
Mustang Creek... ----------- ----------- 40
Navarro group. See Escondido formation. Nitrate in water..--- ._-_ _--_ - -- 79 Nueces Basin..... . . .. ... .. 4Nueces River, discharge.... ....-.---.-...- 6
drainage --------------- ------- .. 4,50springs...... - . .... 5-6
Olmos Creek._.--__--.--. --------- .__ 28Olmos formation, description.-_- -------- 26,28
Pefia Creek...-..--.-.-.-.......-------..--- 37Permeability, coefficient, definition ------- 66
coefficient, determination__ --- 68,70 definition..---------------------------- 66field coefficient, definition...------------ 66water-bearing formations-.. _ 29,
30,36,43,44,47,48,49-50,51,52,53,64, 77-78 pH, definition------.-------- --------- 82Picoso Creek...--------------------------- 38Piezometric surface.-- _- -_ 55,70Ponds...-..-.-.-.------.--.--------------- 37Population---..---------------------------- 3Porosity, definition. ---------------------- 65Post-Bigford beds, description..-------------- 47-48
quality of water.. 82Potable water.-__ - .. 79,80,83 Potassium in water . _ _ 79Precipitation, amount.... . . - .. 7-8,57,63
hydrologic cycle. . . . - ------- 53recharge..------------------------ 56,62-63,64records.-.---------.----.-.--------------- 9-16
Pumpage, amount_-. ----- 17,56interference between wells- -__ 70
Pumping tests, Carrizo sand. ------ 19,67-70Pumps, deep-well turbine. -- ------------ 22Pyrite... 43
Rancho dela Palma Dam-- 22Recharge, amount- .. -.. 63-65,67, 75,83
cone of depression.,-.-.-. ---- -- - . 72dams and wells 65irrigation.-.- -- ---- --------- 77,78leakage. _ _ . _ - - - - 64 precipitation...--. -------- 56,62-63,64,77reduction by caliche.---.--- ------------ 52water-bearing formations___ _ 51,53
Records, precipitation..-------------- ----- 9-16wells...-------------------------- 88
Red ranch - - ----------- 40Rio Grande, drainage.-_ 4
San Miguel formation, description --------- 26,28Sand, comparison------------------- 30,39,45,46
physical and hydraulic properties.-..---- 66-67Sand dunes_------ 37Seepage, discharge--- . .... . . . 54,56
recharge--.-...----.---- __ 63-64Selenite.-----------_--------------------- 45Shales, paper---..--.-----.------------------- 45Slderite 46Silica in water...------.-------------------- 78Sodium chloride in water. --------- 75
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INDEX 247
Sodium in water___. - _._ . _. 79,80,82Sodium sulfate-------_____.-._____ 79Soils..._ _ _ 2,76Specific capacity, definition. _ ___ _____ 66 Specific conductance, definition - _ _ - _____ 82 Specific retention-__. ______ _____ 67 Specific yield, amount_._______ __ 67,75
definition___._..____________ 66 Springs, discharge-------_____-__----- 54
irrigation..--..-.------------_-_--._ 5-6Stock water supplies, amount___-...--------- 56
contamination__.-.---._.....---_---.- 75quality of water-...__...__-__..-- 82,83wells--_-..._..._.......-.............. 21,47,56
Storage, coefficient, definition. - _______ - 66coefficient, determination_.__--.-.._ 67-68
Stratigraphic units, generalized section andwater-bearing properties.. _. __ 23-27
Streams, erosion.___.______...___. 4recharge.-.-__--_-.-_-_-.-----.-.-.---.-.- 63-64
Sulfate in water...__.______.____. 79 Surface reservoirs__-..-__-------------- 84Surface-water supplies, irrigation........... 6,21-22
Taylor Dam _._..___. -..-.....-.. 22Temperature-__-....___--_...______ 6Terms, definitions.._-_-__--_-_--_.-_-_-_--__- 65-66 Terraces__---------_-------------------- 4,51Theis method.._-_...-..----_--.-..._._.. 67-68,70Thiemmethod--....................... 19,66,67-70Topography__-_______-.__------__ 4Transmissibility, coefficients, determination.. 67-68 Transportation..._-..._.-------.-.-.-.-.. 4
Uvalde, precipitation._______..-.._. 8 Uvalde gravel, description______.....__ 24,50
Vegetation.Page
6,30,38,45,49
Water-bearing properties, Stratigraphic units,summary__---------_......... 24-26
Water table, decline-------------- 72,75,83,84definition...---.----. ------------------- 53fluctuations._-_--..------------------. 57,62,65
Wells, artesian pressure._ __ __ 47 cone of depression..-. - - . - 70,72,75 contamination__________ 17,19,75-76,84 discharge_______________- __ 54,56,57 drawdown..---..--------------------- 70,72,75fluctuations of water levels.... ______ 56-62logs - --- 28-29,40,43,47,193numbering system_- ---------------- 20-21observation_ - ---------------- - 57records...------.-.- ------- 88sealing-.____ ... - 76,84 water-bearing formations--_- . ------- 21,
22,30,36,47, 48,50,51,52,56, 77, 78 water levels,--------- . - 213yields-.. 51,77See also Domestic water supplies, Indus
trial water supplies, Irrigation water supplies, Municipal water supplies, Stock water supplies.
Wenzel, L. K., quoted 70West Gulf Coastal Plain- ----------------- 4Wilcox group. See Indio formation.Williams ranch_ - ---------- . 41Winter Haven, temperature and evaporation. 6
wells.-. . 57,61
Zone of saturation- 53
U. S. GOVERNMENT PRINTING OFFICE: I960 O - 508883
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The U.S. Geological Survey Library has cataloged this publication as follows:
Turner, Samuel Foster, 1901-Geology and ground-water resources of the Winter Garden
district, Texas, 1948, by Samuel F. Turner, Thomas W. Robinson, and Walter N. White. Revised by Donald E. Outlaw, W. O. George, and others. Washington, U.S. Govt. Print. Off., 1960.
v, 248 p. illus., maps, diagrs., tables. 24 cm. (U.S. Geological Survey. Water supply paper 1481)
Part of illustrative matter folded in pocket.Prepared in cooperation with the Texas Board of Water Engineers.Bibliography: p. 84-86.
(Continued on next card)
Turner, Samuel Foster, 1901- Geology and ground- water resources of the Winter Garden district, Texas, 1948. (Card 2)
1. Geology Texas Winter Garden district. 2. Water, Under ground Texas Winter Garden district. 3. Water-supply Texas Winter Garden district. i. Robinson, Thomas William, 1900- joint author, n. White, Walter Noy, 1876- joint author, in. Out law, Donald Elmer, 1919- joint .author, iv. George, William Owsley, 1892- joint author, v. Texas Board of Water Engineers. (Series)