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Specific Water Well Detail |
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| Location Info | |||
| Owner: Janzen, E.H. | Status: Constructed | ||
| Location: T13S, R18W, Sec. 33, SW NE SE SW | County: Ellis | ||
| Directions: 107 13th St, Hays (U6-026-00659) | |||
| Latitude: 38.8736359 | Longitude: -99.3284563 | Datum NAD 27 | |
| Latitude: 38.87365 | Longitude: -99.32884 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.87365 | GPS Longitude: -99.32884 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1996.55 ft. | |
| Static Water Level: 24.35 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-May-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 10 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?: N
Water Well disinfected?: No | ||
| Bore hole diameter: 7 inches to ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 20 ft | |
| Casing height above land surface: 0 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: 20 ft to 35 ft | |
| Gravel pack intervals | From: 18 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite, Concrete: 0 to 0.5' | From: .5 to 18 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .4 ft. | asphalt | |
| From: .4 ft. to 2 ft. | silty clay with trace sand and gravel | |
| From: 2 ft. to 4 ft. | silty clay | |
| From: 4 ft. to 16 ft. | silty shaley clay | |
| From: 16 ft. to 19 ft. | fine sand | |
| From: 19 ft. to 35 ft. | coarse sand | |