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Specific Water Well Detail |
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| Location Info | |||
| Owner: Keil, Henery | Status: Constructed | ||
| Location: T18S, R3E, Sec. 1, SE SE SW SW | County: Marion | ||
| Directions: from Quail Creek and 300rd, 1300 feet E and 245 feet N | |||
| Latitude: 38.5083401 | Longitude: -97.054155 | Datum NAD 27 | |
| Latitude: 38.508354 | Longitude: -97.054454 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.508354 | GPS Longitude: -97.054454 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1446 ft. | |
| Static Water Level: 38 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 22-Jul-2015 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Backhus Well Drilling, LLC | 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 90 ft. | ||
| Bore hole diameter: 10 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 100 ft | |
| Casing height above land surface: 48 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: 80 ft to 100 ft | |
| Gravel pack intervals | From: 20 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: nw | Distance: 1146 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 42 ft. | soft limstone | |
| From: 42 ft. to 68 ft. | yellow shale | |
| From: 68 ft. to 70 ft. | limestone | |
| From: 70 ft. to 89 ft. | yellow clay | |
| From: 89 ft. to 100 ft. | limestone | |