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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T19S, R3W, Sec. 29, SE NE SW SW | County: McPherson | ||
| Directions: from the intersection of W Ave A and Old US 81: 1389' NW in field | |||
| Latitude: 38.3640296 | Longitude: -97.6804066 | Datum NAD 27 | |
| Latitude: 38.36404 | Longitude: -97.68073 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.36404 | GPS Longitude: -97.68073 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 107 ft. | Elevation: 1476 ft. | |
| Static Water Level: 60 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-May-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 S | |
| Driller Info | ||
| Driller: Flint Hills Drilling #914 | License #: 914 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 60 ft. | ||
| Bore hole diameter: 8 inches to 107 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 107 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 87 ft to 107 ft | |
| Gravel pack intervals | From: 84 ft to 107 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 84 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | soil | |
| From: 3 ft. to 21 ft. | clay | |
| From: 21 ft. to 35 ft. | sandy clay | |
| From: 35 ft. to 61 ft. | fine sand with clay layers | |
| From: 61 ft. to 82 ft. | medium sand | |
| From: 82 ft. to 91 ft. | clay | |
| From: 91 ft. to 110 ft. | sandy clay | |