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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mark, Molitor | Status: Constructed | ||
| Location: T29S, R8W, Sec. 18, NE SW NE SW | County: Kingman | ||
| Directions: from SW 90th St and SW 80th Ave, 3/8 mi E and 3/8 mi N into site | |||
| Latitude: 37.5202889 | Longitude: -98.23896 | Datum NAD 27 | |
| Latitude: 37.520309 | Longitude: -98.239308 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.520309 | GPS Longitude: -98.239308 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 82 ft. | Elevation: 1664 ft. | |
| Static Water Level: 40 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 02-Apr-2015 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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: 40 ft. | ||
| Bore hole diameter: 11 inches to 95 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Clamped |
Diam: 5 in. to 42 ft | |
| Casing height above land surface: 48 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: 42 ft to 82 ft | |
| Gravel pack intervals | From: 20 ft to 82 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Topsoil | |
| From: 3 ft. to 20 ft. | Clay | |
| From: 20 ft. to 25 ft. | Sand/Gravel | |
| From: 25 ft. to 40 ft. | Clay | |
| From: 40 ft. to 48 ft. | Gravel | |
| From: 48 ft. to 50 ft. | Sandy clay | |
| From: 50 ft. to 80 ft. | Clay | |
| From: 80 ft. to 95 ft. | Shale | |