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Specific Water Well Detail |
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| Location Info | |||
| Owner: Just, Rod | Status: Constructed | ||
| Location: T20S, R3E, Sec. 35, SW NE NE | County: Marion | ||
| Directions: from 140th and Quail Creek, 756 feet W and 1200 feet S, E of Aulne | |||
| Latitude: 38.2721213 | Longitude: -97.0607328 | Datum NAD 27 | |
| Latitude: 38.272138 | Longitude: -97.06104 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.272138 | GPS Longitude: -97.06104 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 150 ft. | Elevation: 1367 ft. | |
| Static Water Level: 110 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 15-Dec-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 100 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: 100 ft to 150 ft | |
| Gravel pack intervals | From: 30 ft to 150 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 3 ft. | top soil | |
| From: 3 ft. to 20 ft. | lean clay | |
| From: 20 ft. to 33 ft. | shale, slightly weathered, red | |
| From: 33 ft. to 54 ft. | shaley limestone, completely weathered | |
| From: 54 ft. to 66 ft. | shale, unweathered, red | |
| From: 66 ft. to 70 ft. | shaley limestone, highly weathered, blue | |
| From: 70 ft. to 150 ft. | shale, slightly weathered, blue | |