|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Hays | Status: Constructed | ||
| Location: T26S, R20W, Sec. 15, NW NW NE | County: Edwards | ||
| Directions: 1792 80th Ave, Kinsley (Borehold is 7in diameter from 35.3-80ft) | |||
| Latitude: 37.7913878 | Longitude: -99.4928741 | Datum NAD 27 | |
| Latitude: 37.791406 | Longitude: -99.493275 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.791406 | GPS Longitude: -99.493275 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35.3 ft. | Elevation: 2234 ft. | |
| Static Water Level: 12.4 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Mar-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Well M Alt | |
| 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. | |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 26 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: 26 ft to 36 ft | |
| Gravel pack intervals | From: 20 ft to 36 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 36 ft. | fine sand | |
| From: 36 ft. to 80 ft. | clay | |