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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brown, Earl | Status: Constructed | ||
| Location: T13S, R3E, Sec. 30, NE SW SE | County: Dickinson | ||
| Directions: from 2000 Ave and Lark Rd, 1335 feet W and 800 feet N | |||
| Latitude: 38.8881618 | Longitude: -97.1349017 | Datum NAD 27 | |
| Latitude: 38.888165 | Longitude: -97.1352 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.888165 | GPS Longitude: -97.1352 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 122 ft. | Elevation: 1217 ft. | |
| Static Water Level: 52 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 16-Mar-2022 | 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 90 ft | |
| Casing height above land surface: 288 in
Casing Weight: 26 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 90 ft to 122 ft | |
| Gravel pack intervals | From: 21 ft to 122 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 21 ft. | fat clay | |
| From: 21 ft. to 33 ft. | limestone, completely weathered | |
| From: 33 ft. to 122 ft. | shale, broken | |