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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Olathe | Status: Constructed | ||
| Location: T12S, R22E, Sec. 24, NE NW NW | County: Johnson | ||
| Directions: from DeSoto: 2 mi E NE | |||
| Latitude: 38.9990185 | Longitude: -94.9236519 | Datum NAD 27 | |
| Latitude: 38.9990227 | Longitude: -94.9238957 | 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: 51 ft. | Elevation: 779.5 ft. | |
| Static Water Level: 29.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Jun-1981 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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. | sandy silt | |
| From: 3 ft. to 13 ft. | clayey silt | |
| From: 13 ft. to 18 ft. | fine to very fine sand | |
| From: 18 ft. to 26 ft. | medium to coarse sand | |
| From: 26 ft. to 40 ft. | medium to fine sand | |
| From: 40 ft. to 53 ft. | medium to coarse sand | |
| From: 53 ft. to 54.4 ft. | clayey shale | |
| From: 54.4 ft. to ft. | shale | |