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Specific Water Well Detail |
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| Location Info | |||
| Owner: Erickson, Stan | Status: Constructed | ||
| Location: T5S, R1E, Sec. 19, NE NW NW SE | County: Washington | ||
| Directions: 156 3rd Rd, Clyde | |||
| Latitude: 39.6024953 | Longitude: -97.3578938 | Datum NAD 27 | |
| Latitude: 39.602497 | Longitude: -97.358207 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.602497 | GPS Longitude: -97.358207 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: ft. | |
| Static Water Level: 25 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 27-Jan-2022 | 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: 59 ft. , 80 ft. | ||
| Bore hole diameter: 10 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 80 ft | |
| Casing height above land surface: 24 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: 25 ft to 100 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: east | Distance: 70 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 26 ft. | clay, reddish tan | |
| From: 26 ft. to 42 ft. | weathered shale, red | |
| From: 42 ft. to 58 ft. | shale, gray | |
| From: 58 ft. to 60 ft. | sandstone, tan | |
| From: 60 ft. to 80 ft. | shale, gray | |
| From: 80 ft. to 100 ft. | sandstone | |