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Specific Water Well Detail |
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| Location Info | |||
| Owner: Craig, John | Status: Constructed | ||
| Location: T13S, R18W, Sec. 29, SE SE NE | County: Ellis | ||
| Directions: 1101 Amhurst, Hays | |||
| Latitude: 38.8936119 | Longitude: -99.3369718 | Datum NAD 27 | |
| Latitude: 38.8936235 | Longitude: -99.3373535 | 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: 96 ft. | Elevation: ft. | |
| Static Water Level: 75 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 19-Oct-1990 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: John E. Luea Water Well Drilling | License #: 276 | |
| 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 76 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 20 ft after 1 hours pumping 20 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 76 ft to 96 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 3 to 30 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 15 ft. | top soil | |
| From: 15 ft. to 71 ft. | brown clay | |
| From: 71 ft. to 93 ft. | fine to medium sand, gray and red | |
| From: 93 ft. to 96 ft. | shale | |