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Specific Water Well Detail |
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| Location Info | |||
| Owner: ONEOK, Inc | Status: Constructed | ||
| Location: T13S, R2E, Sec. 21, NE NW NW | County: Dickinson | ||
| Directions: S Mulberry St and SW 2nd St, Abilene | |||
| Latitude: 38.9143111 | Longitude: -97.2195217 | Datum NAD 27 | |
| Latitude: 38.9143105 | Longitude: -97.2198202 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Oct-2004 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: ABMW 2 | |
| Driller Info | ||
| Driller: Geotechnology, Inc. | License #: 529 | |
| 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:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | gravel | |
| From: .5 ft. to 1.5 ft. | silt, gravel, and sand | |
| From: 1.5 ft. to 6.5 ft. | sandy silt, very dark grayish brown | |
| From: 6.5 ft. to 13.5 ft. | clayey silt, brown | |
| From: 13.5 ft. to 15.5 ft. | clayey sand, brown, loose | |
| From: 15.5 ft. to 24 ft. | clayey silt, brown to very dark gray | |
| From: 24 ft. to 28 ft. | sandy silt, brown | |