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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ertle, Brian | Status: Constructed | ||
| Location: T28S, R5W, Sec. 34, NW SE NE | County: Kingman | ||
| Directions: from SE 150 Ave and SE 50 St, 290 feet W and south into site | |||
| Latitude: 37.5721336 | Longitude: -97.8471833 | Datum NAD 27 | |
| Latitude: 37.572152 | Longitude: -97.847518 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.572152 | GPS Longitude: -97.847518 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1364 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 31-Aug-2023 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: H2O Drilling | License #: 860 | |
| 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 20 ft | |
| Casing height above land surface: 288 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: SDR-26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 20 ft to 50 ft | |
| Gravel pack intervals | From: 20 ft to 50 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 7 ft. | very fine sand | |
| From: 7 ft. to 16 ft. | medium sand | |
| From: 16 ft. to 21 ft. | medium to coarse gravel | |
| From: 21 ft. to 40 ft. | shale, moderately weathered, red with some blue | |
| From: 40 ft. to 50 ft. | shale, unweathered, red, very hard | |