|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Rohlman, Gary | Status: Constructed | ||
| Location: T28S, R8W, Sec. 34, NW NW SE | County: Kingman | ||
| Directions: from SW 60 St and SW 30 Ave, 0.4 mi NW, Kingman | |||
| Latitude: 37.5660618 | Longitude: -98.1796184 | Datum NAD 27 | |
| Latitude: 37.56608 | Longitude: -98.179963 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.56608 | GPS Longitude: -98.179963 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 113 ft. | Elevation: 1652 ft. | |
| Static Water Level: 67 ft. | Est. Yield: 175 gpm. | |
| Comp. Date: 20-Aug-2024 | Well Use: Irrigation | |
| DWR Applic. #: 50924 | Other ID: SE Well | |
| Driller Info | ||
| Driller: Peterson McNett Drlg | License #: 897 | |
| 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: 8 in. to 53 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .332 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 53 ft to 113 ft | |
| Gravel pack intervals | From: 20 ft to 113 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. | sandy top soil | |
| From: 3 ft. to 7 ft. | clay | |
| From: 7 ft. to 40 ft. | fine sand with clay (90/10) | |
| From: 40 ft. to 59 ft. | fine sand | |
| From: 59 ft. to 60 ft. | fine sand, hard, strongly cemented | |
| From: 60 ft. to 112 ft. | fine sand | |
| From: 112 ft. to 113 ft. | shale, moderately weathered, red | |