Panhandle Water News, July 2003 Page: Gray
This periodical is part of the collection entitled: Texas State Publications and was provided to The Portal to Texas History by the UNT Libraries Government Documents Department.
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GRAY COUNTY
GRAY COUNTY
OGALLALA AQUIFER
contour interval = 1 foot
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626301 21 1 5282M3
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DISTRICT HYDROLOGIST GRADUATES
FROM TARLE TON STATE UNIVERSITY
On May 10, 2003, PGCD's hydrologist, Amy D-
Crowell, graduated from Tarleton State University in
Stephenville, Texas, with a Bachelor's of Science in
Hydrology, and minors in Mathematics and
Engineering. She graduated cum laude, with a grade
point average was 3.667. While attending college,
Amy served as secretary and as vice president of the
Hydrology Club, and as secretary of the Engineers
Club.
Amy was valedictorian of her graduating class at
Memphis, Texas, where she grew up. Her parents are
Melvin and Debra Guinn of Memphis, and Terry
Huggins of Lake Palo Pinto. Amy now resides in
Groom with her husband Sean, who farms in the Groom
area.
Amy has been employed at Panhandle Groundwater Conservation District
since May 2001. She served as intern hydrologist in the summer of 2001 and again
in the summer of 2002. She began working full time in December 2003, while
finishing her degree. Amy works closely with the District's geologist, Ray Brady.
Her duties at the District include GIS mapping, managing data bases and analysis
for the Water Quality Program, the Metering Program, the Rain Gauge Network, the
Depletion Program, the Water Level Program, and monitoring of the surface water
in White Deer Creek. She is also responsible for Ogallala Aquifer analysis, such as
movement tendencies, water quality, water availability, and other aquifer
characteristics.
"I have an agricultural background, and have always been interested in
agriculture and the environment," Amy said. "I feel that water conservation is a
very important part of this area's future, and I'm excited to be involved in the
agricultural community in this area."
"The District is very fortunate to find a hydrologist with Amy's
combination of experience, education, enthusiasm and ability," Mr. Brady said.
"Her skills are helping the staff to improve our support to the taxpayers and
customers in the area."Gray County
based on measurements taken Dec 2002 - Mar 2003
Aquifer Well Number SectionI Depth to Water in feet Water Level Variation
1993_I 1998 2002 2003 10 yr 5yr 1 yrOgallala
525502
937
-354.8T
-360.2
-349T
-349.2
5.6
11.0
-0.2
525601 45 -369 -368.7 0.3
525807 80 -368.6 -370.6 -2.0
525904 42 -373.0 -381.0 -364 -364.3 8.7 16.7 -0.3
526301 186 -377.1 -381.4 -359.1 -361.0 16.1 20.4 -1.9
526401 29 -369.0 -374.6 -370.7 -370.5 -1.5 4.1 0.2
526404 20 -367.5 -367.4 0.1
526501 4 -361.1 -361.9 -364 -366.6 -5.5 -4.7 -2.6
526802 18 -357.1 -356.6 -356.7 0.4 -0.1
526853 217 -363.7 -363.8 -0.1
526954 146 -370.2 -368.0 2.2
527102 142 -356.5 -359.8 -360.1 -3.6 -0.3
527501 111 -352.5 -350.2 -349.5 3.0 0.7
527602 53 -329.4 -355.9 -331.5 -331.9 -2.5 24.0 -0.4
527801 57 -135.6 -134.0 1.6
527802 116 -343.5 -346.2 -337.1 6.4 9.1
527901 81 -353.9 -339.6 -339.4 14.5 0.2
528201 2 -346.4 -347.9 -346.9 -344.8 1.6 3.1 2.1
528203 22 -344.8 -339.8 -342.6 2.2 -2.8
528401 24 -328.6 -333.6 -334.2 -5.6 -0.6
528501 2 -282.4 -282.6 -283.3 -283.3 -0.9 -0.7 0.0
533401 108 -342.9 -340.1 -346.9 -346.7 -3.8 -6.6 0.2
533604 60 -79.6 -78.7 0.9
533802 94 -206.4 -207.5 -208 -208.4 -2.0 -0.9 -0.4
534101 15 -138.3 -139.5 -140.2 -140.5 -2.2 -1.1 -0.3
534204 2 -193.1 -198.6 -194.4 -196.1 -3.0 2.5 -1.7
534401 57 -116.2 -112.1 -117.9 -121.6 -5.4 -9.5 -3.7
534451 30 -108.8 -109.2 -0.4
534507 2 -36.9 -33.3 -32.9 4.0 0.4
534508 1 -59.0 -60.1 -57.9 -59.1 -0.1 1.0 -1.2
534606 1 -73.9 -72.7 -72.4 -72.4 1.5 0.3 0.0
534703 25 -74.8 -75.0 -74.7 -75.0 -0.2 0.0 -0.3
534902 8 -71.8 -74.9 -69.4 -70.5 1.3 4.4 -1.1
535201 33 -126.8 -118.3 -124.7 -131.1 -4.3 -12.8 -6.4
535302 18 -15.7 -14.6 -15.1 -15.0 0.7 -0.4 0.1
535403 11 -126.6 -126.8 -123.4 -124.8 1.8 2.0 -1.4
535503 8 -76.9 -75.9 -73.8 -76.4 0.5 -0.5 -2.6
535603 14 -74.8 -77.1 -74.3 -75.8 -1.0 1.3 -1.5
535702 10 -31.8 -22.4 -23.2 -23.9 7.9 -1.5 -0.7
535802 52 -120.3 -121.9 -117.9 -123.9 -3.6 -2.0 -6.0
536102 21 -165.9 -169.7 -165.7 -164.0 1.9 5.7 1.7
536201 24 -148.8 -150.0 -147.4 -148.0 0.8 2.0 -0.6
536402 5 -8.9 -8.0 -8.7 -7.9 1.0 0.1 0.8
536705 65 -5.8 -4.2 -5.7 -4.8 1.0 -0.6 0.9
541101 127 -366.7 -363.3 -369.9 -370.2 -3.5 -6.9 -0.3
541303 69 -332.2 -344. 3427 -348.1 -15.9 -3.5 -5.4
541401 141 -320.3 -3345 -322.7 -324.6 -4.3 9.9 -1.9
541403 140 -296.4 -295.6 -298.1 -1.7 -2.5
541701 135 -261.6 -262.0 -263.8 -261.3 0.3 0.7 2.5
542101 38 -265.4 -266.2 -262 -262.7 2.7 3.5 -0.7
542201 25 -132.9 -131.9 -131.3 -134.8 -1.9 -3.0 -3.5
542202 26 -267.6 -282.5 -261.8 -252.4 15.2 30.1 9.4
542301 28 -140.4 -142.5 -140.9 -139.4 1.0 3.0 1.5
542401 41 -197.4 -204.9 -202 -202.3 -4.9 2.6 -0.3
542702 16 -145.4 -145.4 -144.2 -145.1 0.3 0.3 -0.9
542801 3 -80.8 -80.8 -81 -82.0 -1.2 -1.2 -1.0
543202 29 -112.9 -112.3 -112.1 -116.6 -3.7 -4.3 -4.5
543703 4 -19.0 -15.6 -17.1 -26.6 -7.6 -11.0 -9.5
543705 2 -107.1 -104.0 -103.1 -107.4 -0.3 -3.5 -4.3
544102 45 -141.1 -140.6 -138 -143.6 -2.5 -3.0 -5.6
544610 120 -186.5 -189.0 -182.7 -186.7 -0.2 2.3 -4.0
544703 92 -129.9 -128.0 -124.9 -131.3 -1.4 -3.3 -6.4
544705 12 -68.2 -62.4 -62.7 -62.4 5.8 0.0 0.3
544801 115 -114.7 -113.1 -109.9 -111.4 3.3 1.7 -1.5
550202 24 -23.8 -23.0 -23.1 -24.8 -1.0 -1.8 -1.7
550203 4 -55.8 -52.7 -59.8 -4.0 -7.1
550204 5 -49.9 -48.5 -48.7 -49.4 0.5 -0.9 -0.7
550402 18 -143.6 -144 -149.1 -5.5 -5.1
551101 181 -218.7 -217.3 -214.3 -218.4 0.3 -1.1 -4.1
551103 29 -138.8 -136.2 -133.9 -133.9 4.9 2.3 0.0
551202 37 -194.5 -191.8 -189.2 -189.1 f 4 2-1 0 1
551203 34 -155.0 -161.8 -150.4 -150.4 4.6 11.4 0.0
551303 32 -111.9 -111.4 -106.7 -105.3 6.6 6.1 1.4
552111 189 -110.1 -109.8 -104.8 -104.6 5.5 5.2 0.2
552308 68 -98.8 -104.4 -100.5 -100.4 -1.6 4.0 0.1-
552452 49 -105.7 -108.2 --2.5
552603 42 -18.9 -12.6 -18.7 -17.9 1.0 -5.3 0.8
632606 148 -360.5 -362.9 -362.6 ____ -2.1 0.3
632803 160 -405.6 -394.6 -394.1 -394.1 11.5 0.5 0.0
640205 179 -385.8 -392.4 -387 -386.8 -1.0 5.6 0.2
640207 ___ -393.6 ___ ____
640208 -391.4
640209 ___ -401.6 ____ ___ ___
640306 134 -416.9 -398.5 -406.9 -402.2 14.7 -3.7 4.7
640312 -405.0
640501 210 -368.2 -369.6 -370.8 -371.6 -3.4 -2.0 -0.8
640801 214 -369.7 -371.2 -371.2 -371.2 -1.5
640802 206 -354.0 -357.0 -359.2 -360.6 -6.6 -3.6 -1.4
648253 202 ____ -355.8 -357.2 ___ ____ -1.4
648801 222 -280.8 -283.9 -283.7 -284.8 -4.0 -0.9 -1.1
656306 19 -277.4 -277.9 -281.7 -278.4 -1.0 -0.5 3.3656507
57
-311.2
-296.5
-297.7
13.5
-1.2
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Panhandle Groundwater Conservation District. Panhandle Water News, July 2003, periodical, July 2003; White Deer, Texas. (https://texashistory.unt.edu/ark:/67531/metapth641643/m1/4/?q=%22%22~1: accessed June 30, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu.; crediting UNT Libraries Government Documents Department.