KGS--Norton County and Northwestern Phillips County--Well Records

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Records of typical wells

Information pertaining to 241 water wells in, Norton County, 44 wells in northwestern Phillips County, and 9 wells in adjacent areas is tabulated in the following pages (Table 8). The well-numbering system used in this table is described on Figure 2.

Table 8--Records of wells in Norton, and northwestern Phillips Counties, Kansas, and adjacent areas.

No. on Plate 2 (1)	Location	Owner or tenant	Type of well (2)	Depth of well (feet)(3)	Diameter of well (in.)	Type of casing (4)	Principal water-bearing bed		Method of lift (5)	Use of water (6)	Measuring point			Depth to water level below masuring point (feet)(8)	Date of measurement	Remarks
No. on Plate 2 (1)	Location	Owner or tenant	Type of well (2)	Depth of well (feet)(3)	Diameter of well (in.)	Type of casing (4)	Character of material	Geologic source	Method of lift (5)	Use of water (6)	Description	Distance above land surface (feet)(7)	Height above mean sea level (feet)	Depth to water level below masuring point (feet)(8)	Date of measurement	Remarks
T. 1 S., R. 18 W.
1-18-5bc	SW NW sec. 5	Henry Danielson	Dr	52	6	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.7	2,002.80	44.55	10/14/47	Not in use.
1-18-8bc	SW NW sec. 8	School District	Dr	57	6	GI	Sand and gravel	Terrace	CY,H	D	Top of concrete platform	0.2	2,019.40	33.68	10/14/47	Not in use.
T. 1 S., R. 19 W.
1-19-1db	NW SE sec. 1	Elick Hunter	Dr	46.7	6	GI	Sand and gravel	Terrace	CY,W	D,S	Top of casing in bottom of pit 3.5 feet deep	3.5	2,006.80	37.53	10/14/47	Pit 3.5 feet beneath platform. Chemical analysis.
1-19-3aa	NE NE sec. 3		B	44.5	6	GI	Sand and gravel	Terrace	CY,W	D,S	Top of casing	1.3	2,006.80	28.28	10/13/47	Not in use.
1-19-4bd	SE NW sec. 4		Dr	71.7	5	GI	Sand and gravel	Terrace	CY,W	S	Top of casing	1	2,026.20	38.22	9/24/47
1-19-5db	NW SE sec. 5	Hardy Estate	DD	66.3	5	GI	Sand	Crete	CY,W	D,S	Base of pump	0.8	2,076.40	63.37	9/25/47
1-19-6bb	NW NW sec. 6	Mrs. Brash	Dr	44.2	4 1/2	GI	Sand and gravel	Alluvium	CY,W	D,S	Top of casing	0.2	2,032.90	20.02	9/25/47
1-19-8ad	SE NE sec. 8	L. M. Wilson	Dr	81	30		Sand and gravel	Terrace	T,G	I	Land surface	0		24.9	6/14/48	Completed June 1948.
1-19-8cb	NW SW sec. 8.	H. S. Kats	B	53.4			Sand and gravel	Terrace	CY,W	D,S	Base of pump	0.2	2,050.60	26.5	9/25/47	Chemical analysis.
1-19-9cb	NW SW sec. 9	Raymond Caswell	Dr	43+	5	GI	Sand and gravel	Terrace	CY,W	S	Top of concrete platform	1.7	2,053.70	33.72	9/24/47	Chemical analysis.
1-19-10cb	NW SW sec. 10		Du	17.2	48	R	Sand and gravel	Pleistocene,	CY,W	S	Base of pump	0.5	2,088.20	14.73	10/14/47	Not in use.
1-19-12bc	SW NW sec. 12	John Steenis	Du	55	36		Sand and gravel	Ogallala	CY,W	D,S	Top of board platform	0.3	2,013.70	49.68	10/14/47
1-19-15cc	SW SW sec. 15		DD	70	24,48		Sand and gravel	Ogallala	N	N	Top of board platform	0	2,173.80	67.36	10/13/47	Not in use.
1-19-18dd	SE SE sec. 18		B	26.5	5	GI	Sand and gravel	Terrace	N	N	Top of casing	0.5	2,055.70	24.84	10/13/47	Not in use.
1-19-19cc	SW SW sec. 19	Al Skelton	Du	33	96,120	C,GI	Sand and gravel	Alluvium	CY,W	s	Top of board platform	4	2,088.90	21.5	10/10/47	Used as observation well.
1-19-20dd	SE SE sec. 20	L. B. Richardson	Du	41.8			Sand and gravel	Alluvium	CY,W	D,S	Top of concrete curb	0.4	2,104.10	39.6	10/10/47	Chemical analysis.
1-19-31db	NW SE sec. 31	W. A. Kats	Dr	62	5	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.5	2,193.20	58.18	10/13/47
T. 1 S., R. 20 W.
1-20-1dc	SW SE sec. 1	Joe S. Young	Dr	39.8	5	GI	Sand and gravel	Alluvium	N	N	Top of GI casing	1	2,075.10	29.98	9/24/47	Not in use.
1-20-2ba	NE NW sec. 2	Leon Utter	Dr	89	5		Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.3	2,146.70	64.14	9/22/47
1-20-3dd	SE SE sec. 3		Dr	96	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of concrete mound	0.7	2,184.10	88.4	9/23/47
1-20-5ad	SE NE sec. 5		Dr	122	5		Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.4	2,231.60	109.96	9/22/47	Not in use.
1-20-7cc	SW SW sec. 7		Dr	92.5	5		Sand and gravel	Ogallala	CY,H	D	Top of casing	1.3	2,195.00	50.9	9/22/47
1-20-8bb	NW NW sec. 8		Dr	89.5	6		Sand and gravel	Ogallala	CY,W	D,S	Top of casing	1.2	2,216.90	77.87	9/22/47	Not in use.
1-20-8dd	SE SE sec. 8	Ernest Halderman	Dr	97	5		Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.7	2,204.50	88.87	9/22/47	Chemical analysis.
1-20-11dc	SW SE sec. 11	Gale Halderman	Dr	70.2	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of concrete platform	0.2	2,441.10	64.58	9/24/47	Chemical analysis.
1-20-13ad	SE NE sec. 13		Dr	62.8	6		Sand and gravel	Terrace	N	N	Top of casing	0.8	2,059.40	28.46	5/7/47	Not in use.
1-20-14cc	SW SW sec. 14	Gale Halderman	Dr	54.5	6	GI	Sand	Crete	CY,W	S	Top of GI casing (platform level)	0.3	2,092.70	42.81	9/23/47	Used as observation well
1-20-16dc	SW SE sec. 16		Dr	76			Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,163.00	70.85	4/9/48	Not in use.
1-20-17cc	SW SW sec. 17		Dr	45	6		Sand and gravel	Ogallala	CY,W	S	Top of casing	0.5	2,163.80	40.5	8/6/47
1-20-22dd	SE SE sec. 22		Dr	380	3,6	GI	Sand and gravel	Terrace	N	D	Top of casing	0.5	2,081.00	34.13	9/23/47	Not in use.
1-20-23aa	NE NE sec. 23	John Graham	Dr	63.2	8	GI	Sand and gravel	Terrace	N	D	Top edge of hole, board platform	0.3	2,069.70	31.96	9/23/47	Not in use.
1-20-23da	NE SE sec. 23	City of Long Island	B	46	10	GI	Sand and gravel	Terrace	T,E	p	At surface	0	2,068.90	31	9/22/47	Long Island Municipal well. Chemical analysis.
1-20-25cb	NW SW sec. 25		Dr	66.2			Sand and gravel	Terrace	CY,W	S	Top of concrete latform	0.2	2,095.20	47.73	9/24/47
1-20-28ad	SE NE sec. 28	School	Dr	54.5			Sand and gravel	Terrace	CY,H	D	Top of casing	0.4	2,084.80	28.66	9/23/47	Not in use.
1-20-29aa	NE NE sec. 29		Dr	76.5	6		Sand	Crete	CY,W	D,S	Top of casing	0.7	2,153.70	71.11	8/6/47	Not in use.
1-20-30cc	SW SW sec. 30		Dr	85	5		Sand	Crete	CY,W	D,S	Base of pump	1	2,183.00	78.87	8/6/47	Observation well; not in use.
1-20-30dd	SE SE sec. 30		B	45.4	5		Sand and gravel	Terrace	CY,W	S	Top of casing	1	2,121.60	37	5/7/47	Observation well; chemical analysis.
1-20-32ad	SE NE sec. 32	L. C. Vanderlynn	Dr	50	5	GI	Sand and gravel	Terrace	CY,W	S	Top of casing	1.3	2,105.00	29.15	10/9/47	Observation well; chemical analysis.
1-20-33dd	SE SE sec. 33	Glen Graff	Dr	59	6	GI	Sand and gravel	Terrace	N		Top of casing	0.7	2,101.20	32	10/9/47	Not in use.
1-20-34ba	NE NW sec. 34	Harold Parker	Dr	44.8	6	GI	Sand and gravel	Terrace	N	N	Top of casing	0.5	2,090.80	28.55	10/10/47	Used as observation well.
1-20-35cb	NW SW sec. 35		Du	40.7	36		Sand and gravel	Terrace	N	N	Top of board platform	0	2,106.30	36.3	10/10/47	Not in use.
T. 1 S., R. 21 W.
1-21-1dc	SW SE sec. 1	C. P. Cox	Dr	46.4	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,185.60	30.63	5/20/46
1-21-5dd	SE SE sec. 5	R. E. Wendel	Dr	104.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.3	2,304.10	99.8	1/7/46
1-21-10ba	NE NW sec. 10	C. Baird	Dr	156.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.9	2,318.50	135	5/20/46
1-21-16dd	SE SE sec. 16	School District	Dr	55.2	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	0.6	2,229.80	41.6	5/20/46	Chemical analysis.
1-21-24bb	NW NW sec. 24	N. Delimont	Dr	96.4	6	GI	Sand and gravel	Ogallala	CY,W	S	At base of pump	0	2,244.00	75.13	12/8/45
1-21-26ad	SE NE sec. 26	M. G. and N. T. Dale	Dr	61.8	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of cement at pump base	1.5	2,191.70	53	12/8/45	Not in use.
1-21-27cb	NW SW sec. 27	H. T. Dale	Dr	64.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Hole in base	0.5	2,220.10	59.1	5/20/46
1-21-33cc	SW SW sec. 33	W. H. Kemble	Dr	110	6	GI	Sand	Crete	CY,W	S	Top edge of casing	0.6	2,233.20	93	6/6/46
1-21-35dc	SW SE sec. 35	H. S. Whitaker	Du	48	34	I	Sand and gravel	Terrace	T,G	I	Top edge of casing		2,133.80	33.24	5/3/46	Used as an observation well.
T. 1 S., R. 22 W.
1-22-5dc	SW SE sec. 5	D. M. Veneman, et al.	Dr	65	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.9	2,318.90	53.75	1/9/46	Not in use.
1-22-9dd	SE SE sec. 9	C. P. Rumsey	Dr	153.5	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.3	2,399.90	143.1	1/9/46	Not in use.
1-22-14ba	NE NW sec. 14	W. A. Wilmot	Dr	67.4	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.7	2,308.20	62.12	1/7/46	Chemical analysis.
1-22-18bc	SW NW sec. 18	H. Darling	Dr	117.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	2	2,397.60	109.37	1/9/46	Not in use.
1-22-24ab	NW NE sec. 24	A. G. Leuszler	Dr	32.6	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,267.80	25.63	1/7/46
1-22-28ab	NW NE sec. 28	J. S. Thacker	Dr	109.6	6	GI	Sand and gravel	Ogallala	CY,H	D,S	Top edge of casing	0.2	2,367.20	94.84	1/7/46	Not in use.
1-22-30da	NE SE sec. 30	L. H. Donovan	Dr	132.3	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.6	2,043.10	101.64	1/9/46
1-22-31 cc	SW SW sec. 31	K. H. Cohrs, et al.	Dr	69.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	At base of pump	1.9	2,351.30	52.63	12/11/45	Not in use.
1-22-35cd	SE SW sec. 35		Dr	68.3	6	GI	Sand and gravel	Ogallala	CY,H	D,S	Top edge of casing	0	2,299.00	58.76	5/8/46	Not in use.
T. 1 S., R. 23 W.
1-23-2bd	SE NW sec. 2	A. Fredde	Dr	134.4	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.5	2,387.00	117.17	1/9/46
1-23-4da	NE SE sec. 4	Alma Lofgreen	Dr	87.9	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.7	2,360.30	85.99	1/8/46	Not in use.
1-23-6aa	NE NE sec. 6	H. Collins	Dr	70.4	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	1.7	2,356.20	67.73	1/8/46
1-23-7da	NE SE sec. 7	School District	Dr	108.2	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	0.2	2,391.30	102.2	1/8/46	Chemical analysis.
1-23-16dd	SE SE sec. 16	W. C. Marvin	Dr	94.4	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.5	2,379.50	69.2	1/8/46
1-23-26aa	NE NE sec. 26	V. Chase	Dr	143	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of curb	1.1	2,410.30	126	12/11/45	Chemical analysis.
1-23-26dd	SE SE sec. 26	Ross Severrs	Du	113.7			Sand and gravel	Ogallala	CY,W	S	Board platform by pump base	0.3	2,416.50	104.45	1/2/46
1-23-30aa	NE NE sec. 30		Dr	109.2	6	GI	Sand and gravel	Ogallala	CY,W	s	Top of casing	0.8	2,420.70	90.87	1/8/46	Chemical analysis.
1-23-34bb	NW NW sec. 34	P. Fox	Dr	148	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,452.10	132.2	12/2/46
T. 1 S., R. 24 W.
1-24-5ad	SE NE sec. 5	L. L. Pywell	Dr	59	6	GI	Sand	Crete	CY,W	D,S	Top of casing	0.9	2,328.00	57	5/8/46
1-24-11aa	NE NE sec. 11	McKinley Ranch	Dr	42.6	6	GI	Sand and gravel	Alluvium	CY,W	D,S	Edge of board platform	0.4	2,320.10	33.33	5/21/46
1-24-13cc	SW SW sec. 13	L. S. Rothschild	Dr	105.6	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,436.60	101.2	5/21/46
1-24-17aa	NE NE sec. 17	C. W. Smiley	Dr	113	6	GI	Sand and gravel	Ogallala	CY	D,S	Top edge of casing	0.8	2,435.30	100.7	5/8/46	Not in use.
1-24-32aa	NE NE sec. 32	J. Tweed	Dr	114.5	6	GI	Sand and gravel	Ogallala	CY,H	D,S	Top edge of casing	0.7	2,465.30	107.62	5/8/46	Not in use.
1-24-35bc	SW NW sec. 35	J. F. Bryant	Dr	68.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,394.40	48.6	5/6/46	Used in summer only.
T. 1 S., R. 25 W.
1-25-1aa	NE NE sec. 1	P. Van Cleave	Dr	41	6	GI	Sand and gravel	Terrace	CY,W	D,S	Top of casing	0.2	2,339.00	34.23	6/5/46	Not in use.
1-25-3cb	NW SW sec. 3	D. Fawcett	Dr	85.3	6	GI	Sand	Crete	CY,W	D,S	Top of casing	0.2	2,442.60	81.6	6/5/46	Not in use.
1-25-5cb	NW SW sec. 5		Dr	124.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.7	2,481.70	106.77	6/5/46
1-25-13ab	NW NE sec. 13	Lola Dey	Dr	35.8	6	GI	Sand and gravel	Alluvium	CY	S	Top of casing	0.7	2,361.90	16.58	6/5/46	Not in use.
1-25-16dc	SW SE sec. 16	Robt. Sumner	Dr	71.4	6	GI	Sand and gravel	Alluvium	CY,W	D,S	Edge of old wheel at hole	1	2,380.20	30.9	5/21/46	Not in use.
1-25-19aa	NE NE sec. 19	Robt. Sumner	Dr	50.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.5	2,397.60	39.36	6- 5-	Chemical analysis.
1-25-24cc	SW SW sec. 24	Celia Albin	Dr	95.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.8	2,424.60	64.65	6/1/46	Chemical analysis.
1-25-32da	NE SE sec. 32	A. Kane	Du	39.6	36	R	Sand and gravel	Ogallala	CY,W	D,S	Edge of manbole in concrete platform	0.8	2,442.60	38.28	5/21/46
1-25-34dd	SE SE sec. 34	Orley Goss	Dr	157	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.7	2,526.10	146.85	6/1/46
T. 2 S., R. 20 W.
2-20-1ab	NW NE sec. 1	John Hogan	B	32	5	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.7	2,156.00	27.16	10/9/47	Chemical analysis.
2-20-5da	NE SE sec. 5	Frank Nelson	Dr	46	5	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,123.50	30.84	10/9/47	Chemical analysis.
2-20-7cb	NW SW sec. 7		Du	22.3	24		Sand and gravel	Ogallala	CY,H	D	Top of cement platform	0.5	2,155.10	21.43	10/9/47	Not in use.
T. 2 S., R. 21 W.
2-21-1aa	NE NE sec. 1	W. M. Sorrick	Dr	43	5, 6	GI	Sand and gravel	Terrace	CY,W	D,S	Base of pump	1	2,117.20	25.46	8/6/47
2-21-1bb	NW NW sec. 1	Verner Ross	Dr	70.3	24	GI	Sand and gravel	Terrace	T,G	I	Top of pump base	1.3	2,125.35	27.14	6/24/46	Used as observation well.
2-21-2bd	SE NW sec. 2	Vernon J. Hamilton	B	57.5	24	GI	Sand and gravel	Terrace	T,T	I	Top of casing	0	2,127.70	25.76	6/27/46	Used as observation well.
2-21-3cc	SW SW sec. 3	Shaw	Dr	64	6	I	Sand and gravel	Terrace	CY,W	S	Top of casing	0.3	2,138.40	27.33	8/6/47
2-21-6bb	NW NW sec. 6	Fern Donaldson	Du	44.2			Sand and gravel	Ogallala	CY,W	S	Edge of platform at pipe	0.8	21342.8	40.13	5/8/46
2-21-8ca	NE SW sec. 8	City of Almena	Dr		18	I	Sand and gravel	Terrace	T,E	P	Hole in pump base	0.7	2,253.10	36.32	8/28/45	Almena municipal well.
2-21-8dc	SW SE sec. 8	City of Almena	Dr		18	I	Sand and gravel	Terrace	T,E	p	Land surface		2,142.50	35	8/28/45	Almena municipal well.
2-21-11aa	NE NE sec. 11	W. B. Woods	Dr		18	I	Sand and gravel	Terrace	T,G	I	Hole in pump base	1	2,132,40	32.44	8/29/45	Chemical analysis.
2-21-18aa	NE NE sec. 18	Haypkema	Du	57.5			Sand and gravel	Terrace	N	I	Top of 5-inch plank	0.4	2,171.20	43.45	8/7/47	Used as observation well.
2-21-19dd	SE SE sec. 19	E. Du Boig	Dr	78.1	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.9	2,226.50	64.86	5/27/46	Used as observation well.
2-21-22cc	SW SW sec. 22		Dr	119.5	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	1.5	2,299.10	116.72	5/27/46
2-21-30cb	NW SW sec. 30	Bessie Bebe	Dr	71.7	5	GI	Sand and gravel	Terrace	CY,W	D,S	Base of pump	1.5	2,201.30	34.05	8/5/47	Chemical analysis.
2-21-32cc	SW SW sec. 32	J. S. Wiles	Du	78.2	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.5	2,263.70	61.78	5/27/46	Not in use.
2-21-36aa	NE NE sec. 36		Dr	96.6	5	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.8	2,267.90	94.86	5/28/46	Not in use.
T. 2 S., R. 22 W.
2-22-4bc	SW NW sec. 4	Nora Sevier	Dr	116.7	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0	2,380.80	107.5	1/7/46	Not in use.
2-22-6dd	SE SE sec. 6	E. Schilling	Dr	106.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.6	2,373.90	87.04	1/9/46
2-22-9dc	SW SE sec. 9	Drommer	Dr	98.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.4	2,324.30	69.52	6/6/46	Chemical analysis.
2-22-11dc	SW SE sec. 11	W. A. Wilmot	Dr	78.8	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	0	2,280.80	67.17	1/7/46	Water unfit for human consumption. Well has since been destroyed.
2-22-12ab	NW NE sec. 12	M. G. Hawks	Dr	110	6	GI	Sand	Crete	CY,W	D,S	Top edge of casing	3.7	2,272.20	89.65	8/6/47	Chemical analysis
2-22-13ab	NW NE sec. 13	Lloyd Hahn	Dr	80	5	GI	Sand	Crete	CY,W	D,S	Base of pump	1.5	2,247.80	78.76	8/5/47	Not in use.
2-22-21dd	SE SE sec. 21	H. E. Fisher	Dr	82.2	6	GI	Sand	Crete	CY,W	S	Top edge of casing	0.9	2,276.30	76	5/8/46
2-22-26ac	SW NE sec. 26	Percy G. Whitaker	B	53.1	6	GI	Sand and gravel	Terrace	J,E	D	Top edge of pit	0.1	2,193.10	29.41	4/29/46	Observation well.
2-22-28aa	NE NE sec. 28	H. E. Fisher	Dr	50.9	5	GI	Sand	Crete	N	N	Top of casing	0	2,243.90	49.17	5/7/47	Used as observation well
2-22-29dd1	SE SE sec. 29	State TB Sanitorium	Dr	72	16		Sand and gravel	Terrace	C,E	P	Land surface			35	10/14/47	240 gpm with 20-foot drawdown reported.
2-22-29dd2	SE SE sec. 29	State TB Sanitorium	Dr	63	16		Sand and gravel	Terrace	C,E	P	Land surface			35	10/14/47
2-22-29dd3	SE SE sec. 30	State TB Sanitorium	Dr	70	16		Sand and gravel	Terrace	C,E	P	Land surface			35	10/15/47
2-22-32bd	SE NW sec. 32	School District	Dr	47.2	6	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.4	2,221.10	36.02	1/12/46	Chemical analysis
2-22-34bb	NW NW sec. 34	H. A. Fredde et al.	Dr	70.7	6	GI	Sand and gravel	Terrace	CY,W	S	Top of casing	1.2	2,219.10	44.6	1/12/46	Not in use.
T. 2 S., R. 23 W.
2-23-1ab	NW NE sec. 1	Anna Caskey	Dr	96.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Pump base	1	2,397.90	92.15	12/11/45	Not in use.
2-23-2ad	SE NE sec. 2	M. C. Gleason	Dr	95.4	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.5	2,394.90	83	1/2/46
2-23-4cd	SE SW sec. 4	Arthur E. Brown	Dr	101.5	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0	2,426.60	99.2	1/7/46
2-23-6aa	NE NE sec. 6	A. Marvin	Dr	155	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.8	2,472.80	138.48	5/6/46
2-23-12ba	NE NW sec. 12	J. Donnelly	Dr	63.7	6		Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0	2,363.10	60.2	12/11/45	Not in use.
2-23-13ba	NE NW sec. 13	J. C. Martin	Dr	57.4	6	GI	Sand and gravel	Alluvium	CY,W	D,S	At base of pump	0.2	2,300.80	34.52	12/11/45	Not in use.
2-23-16aa	NE NE sec. 16	J. A. Wherman	Dr	109	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.2	2,425.30	102.64	12/21/45	Not in use.
2-23-17cc	SW SW sec. 17	C. A. Fitzsimons	Dr	38.2	6	GI	Sand and gravel	Alluvium	CY,W	S	Top of casing	1.2	2,367.90	31.25	5/4/46
2-23-21dd	SE SE sec. 21	School district	Dr	60.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.6	2,349.50	46.34	5/4/46
2-23-24da	NE SE sec. 24	Trustees of Dartmouth Col.	Dr	66.5	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Northeast corner of manhole.	1	2,297.20	48.8	12/11/45	Chemical analysis. Not in use.
2-23-26dd	SE SE sec. 26	A. E. Williams	Dr	62	6	GI	Sand and gravel	Terrace	CY,H	D,S	Top of casing	1.1	2,253.30	39.96	5/8/46	Not in use.
2-23-30dd	SE SE sec. 30	G. Murphy	Dr	27.2	6	GI	Sand and gravel	Alluvium	CY,W	S	Top edge of casing	0.5	2,340.10	17.05	5/4/46
2-23-35bb	NW NW sec. 35	C. H. Bryant	Dr	113	5	GI	Sand	Crete	CY,W	D	Base of pump	0.9	2,335.80	76.83	8/4/47	Chemical analysis.
2-23-36cc	SW SW sec. 36	Donnley Estate	Du	60	24		Sand and gravel	Terrace	CY,W,G	D,S	Top of 3-inch plant	0.9	2,265.90	55.3	5/5/47	Chemical analysis.
2-23-36cd	SE SW sec. 36	R. L. Brooks	Dr	69.1	18	GI	Sand and gravel	Terrace	T,E	I	Lower edge of inspection hole	1.7	2,238.40	30.15	7/1/46	Used as observation well.
T. 2 S., R. 24 W.
2-24-4cd	SE SW sec. 4.	A. C. Blickenstaff	Dr	80.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1.3	2,442.00	74	5/7/46
2-24-10aa	NE NE sec. 10	School District	Dr	154.5	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of casing	1	2,466.30	128.3	5/6/46
2-24-16dc	SW SE sec. 16	G. Wegener	Dr	148.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.7	2,498.60	127.64	5/6/46	Chemical analysis.
2-24-24ab	NW NE sec. 24	G. M. Schultz	Dr	104.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1.5	2,439.60	90.18	5/6/46
2-24-28aa	NE NE sec. 28	School District	Dr	122.7	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of casing	0.3	2,471.30	100.87	5/8/46
2-24-30ab	NW NE sec. 30	T. Duensing	Dr	114.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.5	2,495.70	99.73	5/7/46
T. 2 S., R. 25 W.
2-25-10dc	SW SE sec. 10	H. M. Rallsback	Dr	142	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	3	2,537.00	136.84	5/7/46
2-25-12aa	NE NE sec. 12	N. Strayer Estate	Dr	114.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.7	2,477.90	92.9	5/7/46
2-25-16cb	NW SW sec. 16		Dr	137.1	6	GI	Sand and gravel	Ogallala	CY	D,S	Top of casing	1	2,547.60	128.57	5/21/46	Abandoned.
2-25-20cd	SE SW sec. 20	Merl Erwin	Dr	140.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1.3	2,559.80	126.25	5/7/46
2-25-26aa	NE NE sec. 26	D. M. Conway Estate	Dr	84.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1	2,483.40	76.4	5/6/46
2-25-27ba	NE NW sec. 27	Hobart Garrison	Dr	148	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing		2,548.30	134.13	5/7/46	Chemical analysis.
2-25-36dd	SE SE sec. 36	L. B. McCabe	Dr	55.1	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1	2,429.70	43.83	5/4/46
T. 3 S., R. 21 W.
3-21-2dd	SE SE sec. 2	J. Bogart	Dr	96.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.4	2,271.00	88.2	1/12/46	Chemical analysis.
3-21-3bb	NW NW sec. 3	F. Hays	Dr	142.1	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.3	2,329.70	137.45	5/27/46
3-21-8dc	SW SE sec. 8	A. Roeder	Dr	166	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.3	2,370.60	162.54	1/12/46
3-21-14dd	SE SE sec. 14	F. Hays	Dr	58.3	6	GI	Sand and gravel	Alluvium	CY,W	D,S	Top of casing	0.2	2,210.10	33.38	1/12/46	Not in use.
3-21-18bb	NW NW sec. 18	L. W. Fellwork Estate	Dr	152.2	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.9	2,362.70	140.42	1/12/46	Not in use.
3-21-21aa	NE NE sec. 21	Federal Land Bank	Dr	81.5	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.3	2,259.10	60.36	1/14/46
3-21-25cb	NW SW sec. 25	J. M. Stewart, Jr.	Dr	76.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,225.30	57.25	1/12/46
3-21-27cc	SW SW sec. 27	W. F. Bennett	Dr	40.1	6	GI	Sand and gravel	Alluvium	CY,W	S	Top of casing	0.3	2,207.70	20.2	6/17/46	Chemical analysis.
3-21-32bb	NW NW sec. 32	D. G. Hansen	Dr	72.2	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.5	2,280.20	68.4	1/9/46	Not in use.
T. 3 S., R. 22 W.
3-22-2dc	SW SE sec. 2	R. B. Wynn	Dr	123.1	6	GI	Sand and gravel	Ogallala	CY	D	Top of casing	1.2	2,327.20	103.9	1/12/46
3-22-5cc	SW SW sec. 5	L. P. Reincke	Dr	114.3	6	GI	Sand and gravel	Ogallala	CY	S	Top of iron disc		2,361.30	97.97	12/10/45
3-22-7cc	SW SW sec. 7	S. E. Jeffers	Dr	111.8	6	GI	Sand and gravel	Ogallala	CY	D,S	Top of casing	1.8	2,358.00	99.24	12/10/45
3-22-9bb	NW NW sec. 9	J. E. Curry	Du	70.2	6	GI	Sand and gravel	Ogallala	CY	S	Top of casing	3.2	2,308.80	62.3	12/10/45	Chemical analysis.
3-22-9dd	SE SE sec. 9	K. M. Casey	Dr	174	6	GI	Sand and gravel	Ogallala	CY	S	Top of casing	1.2	2,407.60	163.05	12/10/45
3-22-18dd	SE SE sec. 18	Fed. Farm Mtg. Corp.	Dr	79.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1	2,338.70	76.66	12/11/45
3-22-21bb	NW NW sec. 21	Ida Lawson	Dr	148.2	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.6	2,386.40	127.15	12/11/45	Not in use.
3-22-24dc	SW SE sec. 24	C. Wachtel	Dr	172.7	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	1	2,385.20	163.1	1/9/46
3-22-33cd	SE SW sec. 33	Fed. Farm Mtg. Corp.	Dr	102.4	8	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.3	2,352.70	83.76	1/12/46	Not in use.
T. 3 S., R. 23 W.
3-23-1aa	NE NE sec. 1		Dr	45.6	6	GI	Sand and gravel	Terrace	CY	S	Top of casing	1	2,238.30	30.64	12/10/45
3-23-3ac	SW NE sec. 3	City of Norton	Du	67.5	72	S	Sand and gravel	Terrace	T,E	P	Level of pump house floor	1	2,258.50	45.59	8/27/45	Norton city well No. 7.
3-23-3ad1	SE NE sec. 3	City of Norton	Dr	60	18	C	Sand and gravel	Terrace	T,E	P	Land surface		2,255.90	45	8/27/45	Norton city well No. 6.
3-23-3ad2	SE NE sec. 3	City of Norton	Dr	58	18	C	Sand and gravel	Terrace	T,E	P	Land surface		2,247.40	45	8/27/45	Norton city well No. 5.
3-23-3ad3	SE NE sec. 3	City of Norton	Du	60	48	S	Sand and gravel	Alluvium	T,E	P	Land surface		2,254.70	38	8/27/45	Norton city well No. 10.
3-23-3bd1	SE NW sec. 3	City of Norton	Du	70	96	B	Sand and gravel	Alluvium	T,E	P	Land surface		2,259.30	45	8/27/45	Norton city well No. 8.
3-23-3bd2	SE NW sec. 3	City of Norton	Dr	70	18	I	Sand and gravel	Alluvium	T,E	P	Land surface		2,257.40	45	8/27/45	Norton city well No. 9.
3-23-6dd	SE SE sec. 6	Mrs. Sarah Woolsey	Dr	32			Sand	Crete	CY,W	S	Top of casing	0.5	2,314.40	29.79	9/25/45	Not in use.
3-23-8aa	NE NE sec. 8	N. Stapleton	Dr	58.8	6		Sand and gravel	Terrace	CY		Top of casing	0.3	2,279.30	38.1	5/7/47
3-23-8dc	SW SE sec. 8	Ivan Bryant	Dr	126	5		Sand and gravel	Terrace	CY,W	D,S	Base of pump	0.5	2,294.50	37.52	8/4/47
3-23-17aa	NE NE sec. 17	Campbell Estate	B	75.1	5	GI	Sand and gravel	Ogallala	CY,W	S	Base of pump	0.3	2,313.80	66.32	8/4/47
3-23-23ab	NW NE sec. 23	T. M. Heaton	Dr	66.2	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casiiig	1	2,323.10	52.36	1/18/46
3-23-24dd	SE SE sec. 24	T. M. Heaton	Dr	160.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of pump base	1	2,423.30	152.6	12/12/45	Not in use.
3-23-27ba	NE4 NW sec. 27	J. E. McKee	Dr	153.3	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.9	2,425.60	147.27	12/10/45	Chemical analysis.
3-23-29bb	NW NW sec. 29	L. O. Cope	Dr	159.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of pump body	1.2	2,441.60	158.45	6/8/46	Not in use.
3-23-33dd	SE SE sec. 33	D. G. Hamilton	Dr	182.8	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.6	2,472.70	178.81	1/18/46	Not in use.
T. 3 S., R. 24 W.
3-24-1bb	NW NW sec. 1	School District	Dr	87.7	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of casing	0.1	2,392.70	68.78	9/24/45	Not in use.
3-24-4dd	SE SE sec. 4	Julia Thompson et al.	Dr	51.6	6	GI	Sand and gravel	Ogallala	CY,N	D,S	Top edge of casing	1.2	2,363.60	45.28	5/22/46
3-24-7aa	NE NE sec. 7	School District	Dr	79.2	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	0.3	2,417.60	66.46	5/25/46
3-24-12dd	SE SE sec. 12	Ed Temple	Dr	52	5	GI	Sand and gravel	Terrace	CY,W	D,S	Base of pump	0.3	2,303.50	34.8	8/4/47
3-24-14aa	NE NE sec. 14	John B. Lawn	B	43	6	GI	Sand and gravel	Terrace	CY,H	D,S	Top of wooden platform	0.2	2,305.50	31.02	5/31/46
3-24-16db	NW SE sec. 16	Will Collins	Dr	54.8	6	GI	Sand	Crete	N,W	N	Top of casing	0	2,345.00	44.83	9/24/45	Not in use.
3-24-17aa	NE NE sec. 17	C. H. Camp	Dr	77.4	6	GI	Sand	Crete	CY,W	D,S	Base of pump	1.3	2,385.90	63.59	8/4/47
3-24-18dd	SE SE sec. 18	J. Van Meter	Dr	51.6	6	GI	Sand	Crete	CY,N	D,S	Top edge of casing	0	2,363.70	44.27	5/22/46	Not in use.
3-24-20cc	SW SW sec. 20	School District	Dr	39.3	6	GI	Sand and gravel	Terrace	CY,H	D	Top of concrete curb	0	2,340.20	29.04	6/20/46
3-24-21db	NW SE sec. 21	Carl Roe	Dr	51.8	6	GI	Sand and gravel	Ogallala	N	S	Top of casing	2.1	2,343.80	47.15	9/24/45	Not in use.
3-24-27aa	NE NE sec. 27	Federal Land Bank	Dr	128	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0	2405.8	99.32	5/31/46
T. 3 S., R. 25 W.
3-25-2dd	SE SE sec. 2	School District	Dr	94.6	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of casing	0.6	2,479.00	91.54	5/22/46	Not in use.
3-25-5ca	NE SE sec. 5	N. B. Nelson	Dr	76.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.7	2,483.30	65.97	5/22/46
3-25-17dc	SW SE sec. 17	F. H. Brooks	Dr	85.9	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.7	2,473.20	68.99	6/7/46
3-25-20cd	SE SW sec. 20	H. K. Brooks	Dr	90	5	GI	Sand and gravel	Ogallala	CY,W	D,S	Base of pump	0.8	2,474.70	77.07	8/5/47
3-25-21dd	SE SE sec. 21	W. K. Goodman	Dr	79.2	5	GI	Sand and gravel	Ogallala	CY,W	D,S	Base of pump	0.4	2,442.50	78.15	8/4/47
3-25-23ba	NE NW sec. 23	A. Schoen	Dr	132.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,424.00	87.15	5/22/46
3-25-25bc	SW NW sec. 25	J. N. Van Meter et al.	Dr	52.8	5	GI	Sand and gravel	Terrace	CY,W	S	Top edge of casing	1	2,374.20	42.75	6/13/46	Not in use.
3-25-27ad	SE NE sec. 27	Mrs. T. A. Mizell	Dr	34.1	6	GI	Sand and gravel	Terrace	CY,W	D,S	Top casing	0	2,372.60	27.89	6/27/46	Chemical analysis.
3-25-33bc	SW NW sec. 33	L. R. Collins	Dr	59.1	6	GI	Sand and gravel	Terrace	CY,W	S	Top edge of casing	1	2,407.80	38.8	6/7/46
T. 4 S., R. 21 W.
4-21-1dd	SE SE sec. 1	C. Nelson	Du	54.5	40	R	Sand and gravel	Ogallala	CY,H	D	At manhole on concrete platform	1.1	2,188.20	52.6	1/22/46	Not in use.
4-21-2bb	NW NW sec. 2	R. Sides	Dr	21.5	10	GI	Sand and gravel	Alluvium	N	S	Top of casing	1.2	2,168.70	10.7	1/22/45	Not in use.
4-21-3bb	NW NW sec. 3	J. W. Baird	Du	105.5	20	R	Sand and gravel	Ogallala	CY,W	D	Top of board platform	1.4	2,249.90	64.87	1/12/46	Not in use.
4-21-7dc	SW SE sec. 7	E. E. Stephenson	Dr	75.6	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of casing	0.7	2,229.60	44	1/9/46	Not in use.
4-21-23cd	SE SW sec. 23	S. L. Atkinson Estate	Dr	364.2	6	GI	Sand	Codell	CY,W	D,S	Top of concrete base	0.6	2,135.80	194.38	6/21/46	Chemical analysis.
4-21-24bb	NW NW sec. 24	Federal Land Bank	Dr	401.7	6	GI	Sand	Codell	CY,W	D,S	Top of concrete base	0.5		98.14	6/21/46	Not in use.
4-21-28bb	NE NW sec. 28	Henrietta Veeh et al.	Du	45.3	18	R	Sand and gravel	Ogallala	CY,W	S	Top of board platform	0	2,144.00	41.9	1/22/46	Chemical analysis.
4-21-30dc	SW SE sec. 30	Chester Beach	Du	26.7			Sand and gravel	Alluvium	CY,W	D	Top of board platform	0	2,063.40	17.62	1/22/46
4-21-35bb	NW NW sec. 35	Henrietta K. Wiltrout	Dr	155			Chalk, sand, and gravel	Niobrara and alluvium	CY,W	D	Top of stone curb	0.9	2,062.40	24.2	1/22/46	Not in use.
T. 4 S., R. 22 W.
4-22-1ba	NE NW sec. 1	First State Bank of Norton	Dr	69.8	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.5	2,286.30	60.7	1/12/46	Not in use.
4-22-2bb	NW NW sec. 2	W. T. Green	Dr	47.1	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.2	2,269.70	36.8	1/12/46
4-22-6ad	SE NE sec. 6.	C. A. Sleffel	Dr	125.5	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.4	2,381.50	110.3	1/7/46	Not in use.
4-22-9cc	SW SW sec. 9	C. Wachtel	Dr	151.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.6	2,287.30	129.43	1/9/46	Not in use.
4-22-15aa	NE NE sec. 15	Federal Land Bank	Dr	70	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,283.30	58.11	1/9/46	Not in use.
4-22-15cd	SE SW sec. 15	E. E. Thompson	Dr	50.3	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.1	2,269.10	45.28	1/9/46
4-22-17cc	SW SW sec. 17	J. M. Scott Estate	Dr	97.6	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0	2,299.90	71.48	1/18/46
4-22-26bb	NW NW sec. 26	School District	Dr	73.3	5	GI	Sand and gravel	Ogallala	N	N	Top of casing	0.3	2,230.00	64.33	8/13/47	Not in use.
4-22-29da	NE SE sec. 29	School District 95	Dr	109	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of concrete platform	0.3	2,283.00	96.7	1/18/46	Chemical analysis.
T. 4 S., R. 23 W.
4-23-1ac	SW NE sec. 1	Trena Veth	Dr	74	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	0.7	2,335.10	60.24	12/12/45	Chemical analysis.
4-23-2dc	SW SE sec. 2	J. E. Toole	Dr	127.8	6	GI	Sand and gravel	Ogallala	CY,W	D	Top of casing	0.5	2,404.20	122.67	1/18/46	Not in use.
4-23-5dc	SW SE sec. 5	School District	Dr	177.6	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	1.9	2,467.90	159.6	6/10/46
4-23-14ad	SEV, NE sec. 14	W. H. Bretton	Dr	91.7	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of casing	1.5	2,324.70	67.58	1/18/46
4-23-19dc	SW SE sec. 19	School District	Dr	145.3	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge of casing	0.5	2,424.50	121.05	6/10/46	Not in use. Chemical analysis.
4-23-25da	NE SE sec. 25	School District	Dr	122	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of concrete	0.2	2,298.80	87.19	1/18/46	Not in use.
4-23-26ba	NE NW sec. 26	W. W. Bales	Dr	159	6	GI	Sand and gravel	Ogallala	CY,H	D	Top of concrete	0.5	2,406.40	154.44	1/18/46	Not in use.
4-23-34cd	SE SW sec. 34	Federal Land Bank	Dr	71	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	0.5	2,284.70	58.33	6/4/46
T. 4 S., R. 24 W.
4-24-8bb	NW NW sec. 8	R. L. Bullock	Dr	171.5	5	GI	Sand and gravel	Ogallala	N	N	Top of casing	0.5	2,518.30	148	8/5/47	Not in use.
4-24-10bb	NW NW sec. 10	E. C. Larson	Dr	190.5	5	GI	Sand and gravel	Ogallala	N	N	Top edge of casing	1	2,511.60	176.06	5/31/46	Not in use.
4-24-23bb	NW NW sec. 23	T. M. Wright	Dr	151.2	6	GI	Sand and gravel	Ogallala	CY,N	D,S	Top edge of casing	1	2,478.80	143.16	5/31/46	Not in use.
4-24-31ad	SE NE sec. 31	D. C. Neikers	Dr	30.6	6	GI	Sand and gravel	Alluvium	CY,W	D,S	Top edge of casing	0.3	2,382.80	22.85	6/14/46	Not in use. Chemical analysis.
4-24-32cc	SW SW sec. 32	Theodore Fought	Du	37.2	144+	C, GI	Sand and gravel	Alluvium	C,G	I	Top of cement curb	10.6	2,360.80	13.8	8/15/47
4-24-35ce	SW SW sec. 35	A. A. Schreiber	Dr	110.5	6	GI	Sand and gravel	Ogallala	N	N	Top edge of casing	0.2	2,426.30	107.53	5/31/46	Not in use.
T. 4 S., R. 25 W.
4-25-2dd	SE SE sec. 2	Lester Haget	Dr	164.8	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top surface of platform	0.8	2,520.80	137.57	6/13/46
4-25-5aa	NE NE sec. 5	Bradley Brooks	Dr	113	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Base of pump	0.9	2,490.00	109.58	8/5/47
4-25-6ab	NW NE sec. 6	City of Clayton	Dr	51	12	S	Sand and gravel	Terrace	T,E	D	Top of floor	0.5	2,417.60	31	8/15/47	Clayton municipal well.
4-25-7da	NE SE sec. 7	W. E. Griffith	Dr	120+	6	GI	Sand and gravel	Ogallala	CY,W	S	Top surface concrete platform	0.5	2,516.70	117.88	6/7/46	Chemical analysis.
4-25-16dd	SE SE sec. 16	E. A. Wolf	Dr	180		GI	Sand and gravel	Ogallala	CY,W	D,S	Top of pump bowl	3.4	2,551.30	178.37	8/5/47	Not in use.
4-25-19da	NE SE sec. 19	D. R. Wonderlich	Dr	182.3	6	GI	Sand and gravel	Ogallala	CY,H	D,S	Top edge of casing	0.8	2,575.90	179.47	6/7/46	Not in use.
4-25-24ba	NE NW sec. 24	Eliz. Mindrup	Dr	138.1	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of concrete platform	0.8	2,510.90	134.23	6/13/46	Not in use.
4-25-26dd	SE SE sec. 26	H. L. Vahling	Dr	121.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.8	2,446.60	68.35	6/13/46	Not in use.
T. 5 S., R. 21 W.
5-21-1dd	SE SE sec. 1	A. G. Clark	Dr	43.5	8	T	Sand and gravel	Terrace	CY,W	D,S	Top of casing	1.1	2,000.10	34.77	11/28/45	Not in use.
5-21-3ad	SE NE sec. 3.	C. H. Elliott	Dr	43.9	6	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.9	2,008.80	21.86	6/22/46	Not in use.
5-21-5aa	NE NE sec. 5	Louis Reimann	Dr	50.7	6		Sand and gravel	Terrace	N	D	Top of casing	1.6	2,031.40	22.95	8/13/47	New well constructed August 1947.
5-21-9ba	NE NW sec. 9	W. Archer	Dr	22.4	6	GI	Chalk	Niobrara	CY,W	D,S	Top of casing	5.2	2,061.20	134.7	8/13/47
5-21-14dd	SE SE sec. 14	J. W. Baird	Dr	54.9	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.8	2,163.30	49.46	6/3/46
5-21-15bc	SW NW sec. 15	George Glennemier	Dr	383	7	1	Chalk and sand	Niobrara and Codell	N,W	S	Top of platform	0.2	2,159.30	59.76	6/21/46	Not in use.
5-21-16ba	NE NW sec. 16	Joseph Archer	Dr	309.5	8	GI	Chalk and sand	Niobrara and Codell	CY,W	D,S	Top board of platform	1	2,125.70	40.25	6/22/46	Chemical analysis.
5-21-19cd	SE SW sec. 19	Louis Voss	Dr	86.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of concrete base	1.8	2,253.20	75.32	6/21/46
5-21-26dd	SE SE sec. 26	F. M. Dedrick	Dr	89	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.8	2,215.40	84.65	6/3/46
5-21-33dc	SW SE sec. 33	E. J. Seely	Dr	105.8	6	GI	Sand and gravel	Ogallala	N	N	Top edge of board cover	0	2,265.60	96.66	6/3/46	Not in use.
T. 5 S., R. 22 W.
5-22-1dc	SW SE sec. 1	Martin Jacobson	Dr	39	6	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.2	2,065.00	24.8	6/22/46
5-22-7dd	SE SE sec. 7	J. W. Heins	Dr	91.6	6	GI	Chalk(?)	Niobrara(?)	CY,W	D	Top of concrete curb	1.6	2,193.10	86.73	1/7/45	Not in use.
5-22-10cb	NW SW sec. 10	Frank Schulte	Dr	99.3	6	GI	Chalk	Niobrara.	CY,H	D	Top edge of casing	0.4	2,117.60	45.89	6/22/46
5-22-10dd	SE SE sec. 10	Frank Stenger	Dr	34.9	6	GI	Sand and gravel	Alluvium	CY,W	D,S	Top of casing	0.9	2,085.90	20.95	6/22/46	Chemical analysis.
5-22-21db	NW SE sec. 21	W. Hunter	Dr	29.1			Sand and gravel	Alluvium	CY,W	S	Top of casing	1.2	2,163.30	15.26	8/13/47	Depth to water 12.24 feet, April 10, 1948.
5-22-30ba	NE NW sec. 30	Harry Brooks	Du	7.9	36	GI	Sand and gravel	Alluvium	P,H	I	Top of casing	2.3	2,262.70	4.73	8/13/47
5-22-32da	NE SE sec. 32	R. A. Billips	Dr	117	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,317.50	88.25	6/3/46	Chemical analysis.
5-22-36dd	SE SE sec. 36	Leland Stewart	Dr	109	6		Sand and gravel	Ogallala	CY,W	D,S	Pump base	0.7	2,304.90	101	3/25/48
T. 5 S., R. 23 W.
5-23-1da	NE SE sec. 1	A. B. Conkey	Dr	74.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top of concrete platform	0.3	2,253.20	63.42	1/18/46
5-23-5cc	SW SW sec. 5	School District	Dr	97.8	6	GI	Sand and gravel	Ogallala	CY,H	D	Top edge casing	0	2,343.50	86.25	6/11/46
5-23-14bc	SW NW sec. 14	G. A. Sanborn	Dr	44.5	6	GI	Sand and gravel	Terrace	CY,H	D,S	Top of wooden platform	0.2	2,169.40	24.18	6/4/46	Not in use.
5-23-14da	SW NE SE sec. 14	H. A. Delp	Du	31	24		Sand and gravel	Alluvium	C,G	I	Floor surface at ongine	1	2,148.90	10	8/14/47
5-23-17de	SW SE sec. 17	School District	Dr	50.7	6	GI	Sand and gravel	Terrace	CY,H	D	Top edge of casing	0.1	2,223.10	31.05	6/11/46
5-23-19bb	NW NW sec. 19	Herbert Fought	Du	39.6	16	GI	Sand and gravel	Terrace	C,G	I	Top of floor	1.3	2,225.40	10.18	8/15/47
5-23-28cd	SE SW sec. 28	J. Williams	Dr	83	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	1	2,320.70	65.48	6/4/46
5-23-29bc	SW NW sec. 29	R. V. Bennett	Dr	106.5	5	GI	Sand and gravel	Ogallala	N	S	Top of 5-inch casing	1.9	2,334.90	46.44	9/22/45	Not in use.
5-23-31cc	SW SW sec. 31	0. I. Simons	Dr	43.6	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.8	2,368.30	33.8	6/11/46	Not in use.
5-23-35cb	NW SW sec. 35	A. E. Flowers	Dr	157	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top of casing	1	2,405.80	150.16	6/4/46
T. 5 S., R. 24 W.
5-24-7dd	SE SE sec. 7	Anna Zierlein	Dr	83.3	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.6	2,403.50	66	6/14/46
5-24-10ba	NE NW sec. 10	Dave Greig	Dr	37	6	GI	Sand and gravel	Terrace	N	N	Top of casing	0.5	2,298.20	31.15	8/12/47	Not in use.
5-24-10da	NE SE sec. 10	F. H. Belden	Du	21.1	24	C,GI	Sand and gravel	Terrace	C,G	I	Top of casing	-7	2,255.10	1.35	8/15/47	Centrifugal pump in 7-foot pit
5-24-13ca	NE SW sec. 13	L. N. Moore	Dr	62.3	6	GI	Sand and gravel	Terrace	CY,W	s	Top of casing	0.6	2,255.70	37.09	6/20/46
5-24-13dc	SW SE sec. 13	Steve T. Kaufman	Du	34.3	12,36	T,GI	Sand and gravel	Alluvium	C,G	I	Top of tile casing	2.5	2,235.30	16.38	8/15/47
5-24-14cb	NW SW sec. 14	City of Lenora	Dr	29	18	C	Sand and gravel	do	C,E	P	Top of concrete casing	-11.5	2,239.30	5.34	8/30/45	Lenora city well.
5-24-20bc	SW NW sec. 20	School District 62	Dr	43.1	5	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.3	2,328.10	35.49	9/25/45	Chemical analysis.
5-24-21ab	NW NE sec. 21	Erma B. Finley	DD	35.8	16	I	Sand and gravel	Terrace	C,G	I	At edge of well house	1	2,271.60	14.34	6/20/46
5-24-22ba	NE NW sec. 22	E. Goodman Estate	Du	44.5			Sand and gravel	Terrace	N	D	Top of casing	0	2,276.90	35.48	6/20/46	Not in use.
5-24-24ba	NE NW sec. 24	E. A. Snider	Du	37	48	C	Sand and gravel	Terrace	T,N	I	Top of platform	1	2,248.90	28.33	7/1/46	Not in use.
5-24-24bc	SW NW sec. 24	T. H. Van Diest	Dr	53	24	I	Sand and gravel	Terrace	C,G	I	Hole in pump base	1.2	2,252.00	24.16	8/30/45	Chemical analysis.
5-24-32ad	SE NE sec. 32	J. W. Hickert	Dr	140+	6	GI	Sand and gravel	Ogallala	CY,W	S	Base of pump	1	2,483.80	137.5	3/24/48
T. 5 S., R. 25 W.
5-25-4ab	NW NE sec. 4	L. P. Moore	Dr	53.8	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.6	2,466.20	47.14	6/14/46	Not in use.
5-25-12cc	SW SW sec. 12	A. L. Mindrup	Dr	141	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	0.7	2,490.60	124.94	6/13/46
5-25-15cc	SW SW sec. 15	J. T. Dellere	Dr	82.3	6	GI	Sand and gravel	Ogallala	CY,W	S	Top edge of casing	1	2,457.50	62.08	6/20/46
5-25-25bc	SW NW sec. 25	John Hickert	Dr	71.2	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0	2,403.70	60.98	6/13/46
5-25-26aa	NE NE sec. 26	John Hickert	DD	55.5			Sand and gravel	Terrace	T,G	I	Top of concrete curb	5.8	2,358.30	17.92	6/20/46	Not used for several years.
5-25-29dd	SE SE sec. 29	School District	Dr	40.8	6	GI	Sand and gravel	Terrace	CY,H	D	Top of casing	0.8	2,405.60	21.78	6/20/46
5-25-30dd	SE SE sec. 30	T. A. Costello	Dr	33.4	6	GI	Sand and gravel	Terrace	CY,W	S	Top edge of casing	1	2,416.00	20.38	6/20/46	Chemical analysis.
5-25-32ba	NE NW sec. 32	F. A. Vahling	Dr	56.3	24	GI	Sand and gravel	Terrace	T,G	I	Base of pump	0.7	2,419.50	25.67	10/15/47
5-25-34cb	NW SW sec. 34	Paul Dellere	Dr	152.4	6	GI	Sand and gravel	Ogallala	CY,W	D,S	Top edge of casing	0.5	2,523.20	130.3	6/14/46
T. 5 S., R. 26 W.
5-26-12da	NE SE sec. 12	Leo Mindrup	Dr	171	5	GI	Sand and gravel	Terrace	CY,W	D,S	Top of casing	-5.5	2,585.30	144.8	8/5/47	6-foot pit beneath well platform
T. 1 N., R. 18 W.
B1-18-31da	NE SE sec. 31		B	27.6	4	GI	Sand and gravel	Alluvium	CY,W	D	Top of concrete platform at manhole	1.3	1,975.60	20.87	10/14/47	Not in use.
B1-18-33bc	SW NW sec. 33	J. S. Stone	Dr	50.9	5	GI	Sand and gravel	Terrace	CY,W	D	Top of concrete platform	0.5	1,983.70	34.2	10/16/47
T. 1 N., R. 19 W.
B1-19-25ac	SW NW sec. 25	J. R. Starr	Dr	60	5,6	GI			CY,W	D,S	Top of casing in 6-foot pit	-5.5	2,065.00	50.32	10/16/47	6-foot pit under platform.
B1-19-28dc	SW SE sec. 28	C. Abbot	Du	40	24				CY,W	S	Top concrete curb	2.3	2,067.50	38.58	10/16/47
B1-19-32cc	SW SW sec. 32		Dr	73.5		I	Sand and gravel	Terrace	T,G	I	Edge of inspection well	1.7	2,029.90	27.7	9/24/47
B1-19-33 cc	SW SW sec. 33	Dr		42.6	6	GI	Sand and gravel	Terrace	CY,W	D,S	Base of pump	1	2,019.00	31.57	9/24/47	Not in use.
B1-19-35bc	SW NW sec. 35	Phillip Rogers	Dr	68.2	4	GI	Sand and gravel	Terrace	N	N	Top of casing	0.7	2,004.30	30.75	10/16/47	Not in use.
B1-19-36ca	NE SW sec. 36	Fred Howsden	B	49.9	5	GI	Sand and gravel	Terrace	CY,W	D,S	Top of casing in 4-foot pit	-4	1,988.10	17.99	10/14/47	4-foot pit under platform.
1. Well number indicates location of the well as described in the introduction.
2.B, bored well; DD, dug and drilled well; Dr, drilled well; Du, dug well.
3. Reported depths below the land surface are given in feet; measured depths are given in feet and tenths below measuring points.
4. B, brick; C, concrete; GI, galvanized sheet iron; I, iron; R, rock; S, steel; T, tile.
5. Method of lift: C, horizontal centrifugal; CY, cylinder; J, jet pump; N, none; P, pitcher pump; T, turbine. Type of power: E, electric; G, gas engine; H, hand operated; T, tractor; W, windmill.
6. D, domestic; I, irrigation; N, not being used; P, public supply; S, stock.
7. Minus sign preceding figure indicates in measuring point below land surface.
8. Measured depths to water level are given in feet, tenths, and hundredths; reported depths to water level are given in feet.

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Kansas Geological Survey, Geology
Placed on web July 18, 2008; originally published Dec. 1949.
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The URL for this page is http://www.kgs.ku.edu/General/Geology/Norton/07_rec.html