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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dexter, David | Status: Constructed | ||
| Location: T9S, R14E, Sec. 28, NE NW NE NE | County: Jackson | ||
| Directions: SE corner of K Rd and 110th Rd | |||
| Latitude: 39.2450665 | Longitude: -95.8519728 | Datum NAD 27 | |
| Latitude: 39.245064 | Longitude: -95.852239 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.245064 | GPS Longitude: -95.852239 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 98 ft. | Elevation: 1034 ft. | |
| Static Water Level: 28 ft. | Est. Yield: .5 gpm. | |
| Comp. Date: 20-Jan-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 28 ft. | ||
| Bore hole diameter: 10 inches to 98 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 98 ft | |
| Casing height above land surface: 12 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 40 ft | |
| Gravel pack intervals | From: 19 ft to 98 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 19 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | clay | |
| From: 12 ft. to 28 ft. | sandy clay with trace gravel | |
| From: 28 ft. to 46 ft. | shale | |
| From: 46 ft. to 51 ft. | limestone | |
| From: 51 ft. to 98 ft. | shale | |