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Specific Water Well Detail |
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| Location Info | |||
| Owner: John Martin Construction Co. | Status: Constructed | ||
| Location: T10S, R22E, Sec. 25, SW SW SW | County: Leavenworth | ||
| Directions: from Basehor: 1 mi E | |||
| Latitude: 39.1440259 | Longitude: -94.9183883 | Datum NAD 27 | |
| Latitude: 39.1440286 | Longitude: -94.9186309 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 940 ft. | |
| Static Water Level: 25 ft. | Est. Yield: 4.25 gpm. | |
| Comp. Date: 16-Jul-1963 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Breuer Drilling Co. | License #: | |
| 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 3 ft. | top soil | |
| From: 3 ft. to 17 ft. | clay | |
| From: 17 ft. to 18 ft. | gravel | |
| From: 18 ft. to 45 ft. | sandstone, yellow | |
| From: 45 ft. to 57 ft. | sandstone, gray | |
| From: 57 ft. to 63 ft. | limestone | |
| From: 63 ft. to 69 ft. | shale | |
| From: 69 ft. to 82 ft. | limestone | |
| From: 82 ft. to 86 ft. | shale | |
| From: 86 ft. to 87 ft. | slate | |
| From: 87 ft. to 90 ft. | limestone | |