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Specific Water Well Detail |
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| Location Info | |||
| Owner: Miller, Cole | Status: Constructed | ||
| Location: T29S, R5W, Sec. 23, SW SW NW | County: Kingman | ||
| Directions: from SE 90 St and SE 150 Ave, 0.4 mi S and 460 feet E, on E side; from Norwich, 3.75 mi N | |||
| Latitude: 37.5119989 | Longitude: -97.8422764 | Datum NAD 27 | |
| Latitude: 37.512018 | Longitude: -97.842613 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.512018 | GPS Longitude: -97.842613 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 54.5 ft. | Elevation: 1459 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 250 gpm. | |
| Comp. Date: 23-Jul-2025 | Well Use: Irrigation | |
| DWR Applic. #: 51236 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Peterson Drilling - #1079 | License #: 1079 | |
| 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 34.5 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: 34.5 ft to 54.5 ft | |
| Gravel pack intervals | From: 20 ft to 54.5 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 2 ft. | top soil | |
| From: 2 ft. to 12 ft. | clay | |
| From: 12 ft. to 35 ft. | fine to medium sand | |
| From: 35 ft. to 40 ft. | coarse sand | |
| From: 40 ft. to 57 ft. | fine sand with clay (90/10) | |