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Specific Water Well Detail |
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| Location Info | |||
| Owner: Trowbridge, Tom | Status: Constructed | ||
| Location: T10S, R22E, Sec. 10, SE SW SE SW | County: Leavenworth | ||
| Directions: 16082 Fairmont Rd, Basehor | |||
| Latitude: 39.1870828 | Longitude: -94.9508718 | Datum NAD 27 | |
| Latitude: 39.187086 | Longitude: -94.951115 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.187086 | GPS Longitude: -94.951115 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 145 ft. | Elevation: ft. | |
| Static Water Level: 42 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 31-Aug-2018 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Evans Energy Development, Inc. | License #: 561 | |
| 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 12 ft. | soil and clay | |
| From: 12 ft. to 18 ft. | clay and sand | |
| From: 18 ft. to 31 ft. | sand and gravel | |
| From: 31 ft. to 37 ft. | clay | |
| From: 37 ft. to 39 ft. | gravel | |
| From: 39 ft. to 52 ft. | clay | |
| From: 52 ft. to 107 ft. | fine sandstone | |
| From: 107 ft. to 141 ft. | coarse sandstone | |
| From: 141 ft. to 145 ft. | limestone | |