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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Olathe | Status: Constructed | ||
| Location: T12S, R22E, Sec. 25, NW NE NW NW | County: Johnson | ||
| Directions: from Gardner Rd and W 79th St: 864' E SE | |||
| Latitude: 38.9850591 | Longitude: -94.9239021 | Datum NAD 27 | |
| Latitude: 38.985066 | Longitude: -94.924152 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.985066 | GPS Longitude: -94.924152 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 61.8 ft. | Elevation: 780 ft. | |
| Static Water Level: 41 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Nov-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: P 14 | |
| Driller Info | ||
| Driller: Kaw Valley Engineering, Inc. | 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:
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 13 ft. | light gray silt with trace of fine sand | |
| From: 13 ft. to 21 ft. | light brown sand with silt seams, moist | |
| From: 21 ft. to 38 ft. | light brown medium sand, slightly moist | |
| From: 38 ft. to 41 ft. | gray sand, poorly graded, very moist | |
| From: 41 ft. to 55 ft. | light brown sand, well graded, with poorly graded gravel | |
| From: 55 ft. to 61.8 ft. | well graded gravel | |
| From: 61.8 ft. to ft. | limestone | |