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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Olathe | Status: Constructed | ||
| Location: T12S, R22E, Sec. 23, NW NW SE | County: Johnson | ||
| Directions: from 79th St and Corlis Rd, 2500 feet N, De Soto | |||
| Latitude: 38.9922521 | Longitude: -94.9361597 | Datum NAD 27 | |
| Latitude: 38.992259 | Longitude: -94.936407 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.992259 | GPS Longitude: -94.936407 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Apr-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: P3 | |
| Driller Info | ||
| Driller: Kaw Valley Engineering | License #: 638 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 30 ft | |
| Casing height above land surface: 396 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 7 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 9 ft. | silt, very fine, light, gray, moist, dense, not cemented, no staining | |
| From: 9 ft. to 30 ft. | silty fine sand, light brown, slightly moist, dense, not cemented, no staining | |
| From: 30 ft. to 41 ft. | fine to coarse sand, dark gray, very moist, dense, not cemented | |