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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hays Service Dept. | Status: Constructed | ||
| Location: T14S, R18W, Sec. 3, NE NW SW NW | County: Ellis | ||
| Directions: 1002 Vine St, Hays (U6-026-00771) | |||
| Latitude: 38.86679 | Longitude: -99.31666 | Datum NAD 27 | |
| Latitude: 38.8668005 | Longitude: -99.3170357 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.86679 | GPS Longitude: -99.31666 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1990.97 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Mar-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 20 | |
| 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 .5 ft. | asphalt | |
| From: .5 ft. to 3 ft. | silty clay, dark brown | |
| From: 3 ft. to 10 ft. | silty clay, brown | |
| From: 10 ft. to 16 ft. | very silty clay grading to clayey silt, brown | |
| From: 16 ft. to 22 ft. | slightly silty clay, brown | |
| From: 22 ft. to 30 ft. | clay with very silty stringers, light brown | |