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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Maize | Status: Constructed | ||
| Location: T26S, R1W, Sec. 21, NW SW SW NW | County: Sedgwick | ||
| Directions: from 53rd St and Tyler Rd, 2040 feet S, east side of Tyler Rd, Maize | |||
| Latitude: 37.7752376 | Longitude: -97.4443064 | Datum NAD 27 | |
| Latitude: 37.77525 | Longitude: -97.444633 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.77525 | GPS Longitude: -97.444633 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 15 ft. | Elevation: 1344 ft. | |
| Static Water Level: 8.9 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Mar-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: B-5 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 8 ft. | ||
| Bore hole diameter: 8.25 inches to 15 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 5 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 5 ft to 15 ft | |
| Gravel pack intervals | From: 2.5 ft to 15 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 2.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | sandy lean clay, dark brown | |
| From: 5 ft. to 8.5 ft. | lean clay, light gray | |
| From: 8.5 ft. to 13.5 ft. | poorly graded sand with clay, light yellow brown | |
| From: 13.5 ft. to 15 ft. | poorly graded sand, gray | |