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Specific Water Well Detail |
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| Location Info | |||
| Owner: Heidrick, Harold | Status: Constructed | ||
| Location: T7S, R7W, Sec. 9, NE NW SE | County: Mitchell | ||
| Directions: 601 E Court, Beloit | |||
| Latitude: 39.4585242 | Longitude: -98.1030428 | Datum NAD 27 | |
| Latitude: 39.458531 | Longitude: -98.103372 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.458531 | GPS Longitude: -98.103372 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1393 ft. | |
| Static Water Level: 25 ft. | Est. Yield: 2.5 gpm. | |
| Comp. Date: 03-Jan-2024 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: H2O Drilling | License #: 860 | |
| 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: Glued |
Diam: 5 in. to 30 ft | |
| Casing height above land surface: 288 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: SDR-26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 30 ft to 50 ft | |
| Gravel pack intervals | From: 22 ft to 50 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 22 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: SW | Distance: 80 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 10 ft. | clay, black | |
| From: 10 ft. to 20 ft. | clay, light brown | |
| From: 20 ft. to 35 ft. | fine to medium sand | |
| From: 35 ft. to 40 ft. | limestone | |
| From: 40 ft. to 43 ft. | shale, slightly weathered | |
| From: 43 ft. to 50 ft. | shale, unweathered | |