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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hays | Status: Constructed | ||
| Location: T26S, R19W, Sec. 5, NE SE NW | County: Edwards | ||
| Directions: 1792 80th Ave, Kinsley | |||
| Latitude: 37.820196 | Longitude: -99.4241506 | Datum NAD 27 | |
| Latitude: 37.820214 | Longitude: -99.424549 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.820214 | GPS Longitude: -99.424549 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 91 ft. | Elevation: 2225 ft. | |
| Static Water Level: 38.1 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Feb-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Well D | |
| Driller Info | ||
| Driller: Traut Companies | License #: 902 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 81 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 81 ft to 91 ft | |
| Gravel pack intervals | From: 75 ft to 91 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 75 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 25 ft. | fine sand | |
| From: 25 ft. to 90 ft. | coarse sand | |
| From: 90 ft. to 100 ft. | clay | |