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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T19S, R3W, Sec. 29, SW SW SW SE | County: McPherson | ||
| Directions: from intersection of W Ave A and S Hickory St: 135' E | |||
| Latitude: 38.3622536 | Longitude: -97.6755893 | Datum NAD 27 | |
| Latitude: 38.362263 | Longitude: -97.67591 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.362263 | GPS Longitude: -97.67591 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 158 ft. | Elevation: 1485 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 8D | |
| 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 158 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 158 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: 138 ft to 158 ft | |
| Gravel pack intervals | From: 135 ft to 158 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 135 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 20 ft. | clay | |
| From: 20 ft. to 41 ft. | sandy clay | |
| From: 41 ft. to 77 ft. | fine sand | |
| From: 77 ft. to 150 ft. | fine and medium sand | |
| From: 150 ft. to 158 ft. | silt | |