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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sirridge, John | Status: Constructed | ||
| Location: T9S, R22E, Sec. 9, SE NW SE NE | County: Leavenworth | ||
| Directions: 16400 Michals Rd, Leavenworth | |||
| Latitude: 39.2834335 | Longitude: -94.9581578 | Datum NAD 27 | |
| Latitude: 39.283435 | Longitude: -94.958402 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.283435 | GPS Longitude: -94.958402 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 99 ft. | Elevation: ft. | |
| Static Water Level: 42 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 07-Jun-2021 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Evans Energy Development #953 | License #: 953 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 26 ft. | soil and clay | |
| From: 26 ft. to 30 ft. | shale | |
| From: 30 ft. to 78 ft. | brown sandstone | |
| From: 78 ft. to 90 ft. | gray sandstone | |
| From: 90 ft. to 97 ft. | gray sandstone | |
| From: 97 ft. to 99 ft. | shale | |