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Specific Water Well Detail |
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| Location Info | |||
| Owner: Williams, Wanda | Status: Constructed | ||
| Location: T26S, R1W, Sec. 8, SW SE SE | County: Sedgwick | ||
| Directions: 9000 W 61st St N, Maize | |||
| Latitude: 37.7963165 | Longitude: -97.4476048 | Datum NAD 27 | |
| Latitude: 37.79633 | Longitude: -97.44793 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.79633 | GPS Longitude: -97.44793 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1352 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 12-Oct-2023 | Well Use: Domestic | |
| 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: 5 in. to 40 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: 40 ft to 60 ft | |
| Gravel pack intervals | From: 25 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Septic tank | ||
| Direction from well: E | Distance: 83 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 7 ft. | fine sand | |
| From: 7 ft. to 9 ft. | clay, brown | |
| From: 9 ft. to 14 ft. | fine to medium sand | |
| From: 14 ft. to 36 ft. | fine gravel | |
| From: 36 ft. to 38 ft. | clay, brown | |
| From: 38 ft. to 42 ft. | fine to medium sand | |
| From: 42 ft. to 57 ft. | medium sand | |
| From: 57 ft. to 60 ft. | medium gravel | |