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Specific Water Well Detail |
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| Location Info | |||
| Owner: JMG Construction | Status: Constructed | ||
| Location: T27S, R6W, Sec. 35, NE SW NE | County: Kingman | ||
| Directions: 9609 NE 10 St | |||
| Latitude: 37.6573676 | Longitude: -97.9420697 | Datum NAD 27 | |
| Latitude: 37.657383 | Longitude: -97.942407 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.657383 | GPS Longitude: -97.942407 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1457 ft. | |
| Static Water Level: 40 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jun-2025 | Well Use: Domestic | |
| DWR Applic. #: | 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: 5 in. to 40 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: 40 ft to 80 ft | |
| Gravel pack intervals | From: 21 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Septic tank | ||
| Direction from well: SE | Distance: 55 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 44 ft. | shale, moderately weathered, red | |
| From: 44 ft. to 54 ft. | shale, moderately weathered, gray | |
| From: 54 ft. to 61 ft. | shale, moderately weathered, red | |
| From: 61 ft. to 66 ft. | shale, highly weathered, gray | |
| From: 66 ft. to 80 ft. | shale, moderately weathered, red | |