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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nowak Construction | Status: Constructed | ||
| Location: T26S, R1W, Sec. 28, NW NW NW | County: Sedgwick | ||
| Directions: SE of 87th (N Tyler Rd) and W 45th St N; SE of Maize (one bore) | |||
| Latitude: 37.7659104 | Longitude: -97.4442569 | Datum NAD 27 | |
| Latitude: 37.765925 | Longitude: -97.444586 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.765925 | GPS Longitude: -97.444586 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 41 ft. | Elevation: 1342 ft. | |
| Static Water Level: 9 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Oct-2025 | Well Use: Dewatering | |
| DWR Applic. #: 20250242 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Peterson Drilling - #1079 | License #: 1079 | |
| 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: 10 in. to 21 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .413 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 21 ft to 41 ft | |
| Gravel pack intervals | From: 20 ft to 41 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 75 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 11 ft. | clay | |
| From: 11 ft. to 16 ft. | medium to coarse sand, light gray | |
| From: 16 ft. to 41 ft. | fine to medium sand and gravel, light tan | |