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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 435 | Status: Constructed | ||
| Location: T13S, R2E, Sec. 16, SE NW NW | County: Dickinson | ||
| Directions: 1101 N Mulberry, Abilene (U5-021-00355) | |||
| Latitude: 38.9276583 | Longitude: -97.218799 | Datum NAD 27 | |
| Latitude: 38.92766 | Longitude: -97.2191 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.92766 | GPS Longitude: -97.2191 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1165 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Dec-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| Driller Info | ||
| Driller: GSI Engineering | License #: 531 | |
| 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: Threaded |
Diam: 2 in. to 10 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 10 ft to 20 ft | |
| Gravel pack intervals | From: 8 ft to 20 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 8 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .3 ft. | top soil | |
| From: .3 ft. to 5 ft. | lean clay, brown, low plasticity, stiff, dry | |
| From: 5 ft. to 7.5 ft. | silty lean clay, slightly moist | |
| From: 7.5 ft. to 10 ft. | lean clay, moist | |
| From: 10 ft. to 12.5 ft. | lean clay, more wet | |
| From: 12.5 ft. to 20 ft. | lean clay, less wet | |