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Specific Water Well Detail |
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| Location Info | |||
| Owner: M and M Construction | Status: Constructed | ||
| Location: T28S, R3E, Sec. 19, SE SW NW NE | County: Butler | ||
| Directions: 3435 Deer Ridge Court, Rose Hill | |||
| Latitude: 37.603791 | Longitude: -97.1426389 | Datum NAD 27 | |
| Latitude: 37.60381 | Longitude: -97.14296 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.60381 | GPS Longitude: -97.14296 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 81 ft. | Elevation: ft. | |
| Static Water Level: 38 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 02-Mar-2022 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump & Well Service, Inc. #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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 38 ft. | ||
| Bore hole diameter: 11 inches to 81 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 81 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 41 ft to 81 ft | |
| Gravel pack intervals | From: 21 ft to 81 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: West | Distance: 120 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 14 ft. | brown-tan clay | |
| From: 14 ft. to 47 ft. | fractured gray shale | |
| From: 47 ft. to 71 ft. | slightly weathered gray shale | |
| From: 71 ft. to 81 ft. | limestone | |