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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moeder Construction | Status: Constructed | ||
| Location: T26S, R1W, Sec. 21, SW NW SW | County: Sedgwick | ||
| Directions: 4913 N Emerald Court, Maize | |||
| Latitude: 37.7718366 | Longitude: -97.4425445 | Datum NAD 27 | |
| Latitude: 37.77185 | Longitude: -97.44287 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.77185 | GPS Longitude: -97.44287 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1343 ft. | |
| Static Water Level: 20 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 19-Jun-2023 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump & Well Srvc #238 | License #: 238 | |
| 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 60 ft | |
| Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 80 ft | |
| Gravel pack intervals | From: 21 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 21 ft
From: 55 to 61 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 9 ft. | clay, brown | |
| From: 9 ft. to 17 ft. | fine sand | |
| From: 17 ft. to 33 ft. | medium sand | |
| From: 33 ft. to 56 ft. | medium to coarse sand | |
| From: 56 ft. to 60 ft. | sandy clay, green, with fine sand layers | |
| From: 60 ft. to 80 ft. | fine sand | |