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Specific Water Well Detail |
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| Location Info | |||
| Owner: Diekman, Doug | Status: Constructed | ||
| Location: T15S, R4E, Sec. 20, NE SW SW | County: Dickinson | ||
| Directions: from Rain Rd and 900 Ave, 845 feet N and 1200 feet E | |||
| Latitude: 38.7273581 | Longitude: -97.0157793 | Datum NAD 27 | |
| Latitude: 38.727364 | Longitude: -97.016073 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.727364 | GPS Longitude: -97.016073 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1356 ft. | |
| Static Water Level: 54 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 15-Jun-2023 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Backhus Well Drlg | License #: 900 | |
| 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: Glued |
Diam: 5 in. to 80 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: srd26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 90 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 30 ft. | clay | |
| From: 30 ft. to 45 ft. | shaley limestone, unweathered | |
| From: 45 ft. to 55 ft. | limestone, slightly weathered | |
| From: 55 ft. to 67 ft. | shale, unweathered | |
| From: 67 ft. to 80 ft. | limestone, fractured | |
| From: 80 ft. to 90 ft. | shale, moderately weathered | |