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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hays | Status: Constructed | ||
| Location: T26S, R19W, Sec. 4, NW SE NE | County: Edwards | ||
| Directions: 1792 80th Ave, Kinsley | |||
| Latitude: 37.8194519 | Longitude: -99.3997125 | Datum NAD 27 | |
| Latitude: 37.819471 | Longitude: -99.40011 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.819471 | GPS Longitude: -99.40011 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 2224 ft. | |
| Static Water Level: 41.2 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Feb-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Well F | |
| 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 90 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: 90 ft to 100 ft | |
| Gravel pack intervals | From: 85 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 85 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 56 ft. | fine sand | |
| From: 56 ft. to 60 ft. | clay | |
| From: 60 ft. to 83 ft. | fine sand | |
| From: 83 ft. to 86 ft. | clay | |
| From: 86 ft. to 101 ft. | fine sand | |
| From: 101 ft. to 140 ft. | clay | |