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Specific Water Well Detail |
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| Location Info | |||
| Owner: Byarlay, Kirk | Status: Constructed | ||
| Location: T13S, R1E, Sec. 18, NE NW NE SW | County: Dickinson | ||
| Directions: 316 N Oak, Solomon | |||
| Latitude: 38.9212998 | Longitude: -97.3657853 | Datum NAD 27 | |
| Latitude: 38.921301 | Longitude: -97.36609 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.921301 | GPS Longitude: -97.36609 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 78.5 ft. | Elevation: ft. | |
| Static Water Level: 29 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 23-Sep-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 29 ft. | ||
| Bore hole diameter: 9 inches to 78.5 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 18.5 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 18.5 ft to 78.5 ft | |
| Gravel pack intervals | From: 20 ft to 78.5 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: NNW | Distance: 65 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 3 ft. | clay | |
| From: 3 ft. to 17 ft. | fine-coarse sand and gravel | |
| From: 17 ft. to 75 ft. | shale with some various loose sandstone and iron rock layers | |
| From: 75 ft. to 96 ft. | shale | |