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Specific Water Well Detail |
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| Location Info | |||
| Owner: Geifer, Mattie | Status: Constructed | ||
| Location: T29S, R5W, Sec. 19, NE NW NE | County: Kingman | ||
| Directions: from SE 110 Ave and SE 90 St, 3700 feet E | |||
| Latitude: 37.5168129 | Longitude: -97.9042356 | Datum NAD 27 | |
| Latitude: 37.51683 | Longitude: -97.904573 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.51683 | GPS Longitude: -97.904573 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1513 ft. | |
| Static Water Level: 41 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Mar-2025 | Well Use: Irrigation | |
| DWR Applic. #: 50760 | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump & Well Srvc #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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 8 in. to 80 ft | |
| Casing height above land surface: 216 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: 80 ft to 100 ft | |
| Gravel pack intervals | From: 21 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 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 25 ft. | fine sand | |
| From: 25 ft. to 48 ft. | clay | |
| From: 48 ft. to 70 ft. | sandy clay with fine streaks | |
| From: 70 ft. to 80 ft. | fine sand | |
| From: 80 ft. to 89 ft. | fine to medium sand (70/30) | |
| From: 89 ft. to 91 ft. | medium sand | |
| From: 91 ft. to 100 ft. | shale, moderately weathered, red | |