|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Laverentz, Edward | Status: Constructed | ||
| Location: T27S, R5W, Sec. 36, NW SW SW | County: Kingman | ||
| Directions: 226 NE 160th Ave, Cheney | |||
| Latitude: 37.6489584 | Longitude: -97.8247465 | Datum NAD 27 | |
| Latitude: 37.648975 | Longitude: -97.825078 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.648975 | GPS Longitude: -97.825078 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1433 ft. | |
| Static Water Level: 26 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Jun-2024 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: house | |
| Driller Info | ||
| Driller: Chase Drilling | License #: 611 | |
| 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. | |
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 192 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: 26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 40 ft to 100 ft | |
| Gravel pack intervals | From: 24 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 26 ft. | shale, broken, red | |
| From: 26 ft. to 100 ft. | shale, broken, blue | |