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Specific Water Well Detail |
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| Location Info | |||
| Owner: John E. Jones Trucking | Status: Constructed | ||
| Location: T19S, R13W, Sec. 4, SW NW SE | County: Barton | ||
| Directions: from Great Bend: 3.5 mi N on N Hwy 281, ESR | |||
| Latitude: 38.4244186 | Longitude: -98.7640242 | Datum NAD 27 | |
| Latitude: 38.4244306 | Longitude: -98.7643864 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 34 ft. | Elevation: 1866.57 ft. | |
| Static Water Level: 21.08 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jun-2011 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: GeoCore, Inc. | License #: 527 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | silty clay, brown | |
| From: 2 ft. to 8 ft. | silty clay, brown to light brown | |
| From: 8 ft. to 11 ft. | silty clay, trace white caliche material, light brown | |
| From: 11 ft. to 19 ft. | silty clay, yellow brown | |
| From: 19 ft. to 25 ft. | very silty clay, light brown | |
| From: 25 ft. to 32.5 ft. | very silty clay, light brown | |
| From: 32.5 ft. to 34 ft. | shale, slightly weathered, dark gray | |