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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mies Construction | Status: Constructed | ||
| Location: T26S, R2W, Sec. 13, NE NW SE | County: Sedgwick | ||
| Directions: 5801 N 119th St W, Maize (one bore) | |||
| Latitude: 37.7874955 | Longitude: -97.4861051 | Datum NAD 27 | |
| Latitude: 37.78751 | Longitude: -97.48643 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.78751 | GPS Longitude: -97.48643 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1364 ft. | |
| Static Water Level: 16 ft. | Est. Yield: 500 gpm. | |
| Comp. Date: 18-Apr-2024 | Well Use: Dewatering | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Weninger Drlg | License #: 884 | |
| 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: 8 in. to 20 ft | |
| Casing height above land surface: 192 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR-26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 40 ft | |
| Gravel pack intervals | From: 20 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | clay, brown | |
| From: 12 ft. to 18 ft. | fine sand | |
| From: 18 ft. to 22 ft. | medium sand | |
| From: 22 ft. to 40 ft. | coarse sand and gravel | |