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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nowak Construction | Status: Constructed | ||
| Location: T26S, R1W, Sec. 18, SE SE SE | County: Sedgwick | ||
| Directions: Ark Church Project; from 53rd and Maize Rd, NW, Maize (one bore) | |||
| Latitude: 37.7821242 | Longitude: -97.4630458 | Datum NAD 27 | |
| Latitude: 37.782137 | Longitude: -97.46337 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.782137 | GPS Longitude: -97.46337 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1352 ft. | |
| Static Water Level: 8 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 19-Feb-2026 | Well Use: Dewatering | |
| DWR Applic. #: 20260026 | Other ID: | |
| Driller Info | ||
| Driller: Peterson Drilling, LLC | 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 10 ft | |
| Casing height above land surface: 144 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: 10 ft to 40 ft | |
| Gravel pack intervals | From: 10 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 10 ft. | clay | |
| From: 10 ft. to 26 ft. | fine to coarse sand and gravel | |
| From: 26 ft. to 30 ft. | clay, tannish yellow | |
| From: 30 ft. to 40 ft. | fine to coarse sand and gravel | |