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Specific Water Well Detail |
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| Location Info | |||
| Owner: Herkins, Peyton | Status: Constructed | ||
| Location: T8S, R20E, Sec. 27, NW NW SW NW | County: Leavenworth | ||
| Directions: 30574 259th St, Winchester | |||
| Latitude: 39.3281 | Longitude: -95.17935 | Datum NAD 27 | |
| Latitude: 39.3280962 | Longitude: -95.1795929 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.3281 | GPS Longitude: -95.17935 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: 1103 ft. | |
| Static Water Level: 51 ft. | Est. Yield: 2.5 gpm. | |
| Comp. Date: 14-Dec-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Digger Jim | License #: 899 | |
| 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: 80 ft. | ||
| Pump test data: Well water was 21 ft after .5 hours pumping 10 gpm | ||
| Bore hole diameter: 9 inches to 120 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 120 ft | |
| Casing height above land surface: 21 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: 1 ft to 20 ft | |
| Gravel pack intervals | From: 30 ft to 120 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay loam | |
| From: 6 ft. to 80 ft. | shale | |
| From: 80 ft. to 120 ft. | wet shale | |