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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Oberlin | Status: Constructed | ||
| Location: T3S, R29W, Sec. 1, SE SE NW SW | County: Decatur | ||
| Directions: S Rodehaver, 98' E of NE corner of power plant, Oberlin (U6-020-15009) | |||
| Latitude: 39.817415 | Longitude: -100.5295326 | Datum NAD 27 | |
| Latitude: 39.81742 | Longitude: -100.52996 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.81742 | GPS Longitude: -100.52996 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 32 ft. | Elevation: 2561.53 ft. | |
| Static Water Level: 21.23 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Feb-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5 | |
| Driller Info | ||
| Driller: Env. Priority Srvc | License #: 604 | |
| 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. | sandy silt | |
| From: 5 ft. to 6.5 ft. | silt | |
| From: 6.5 ft. to 11.6 ft. | clayey silt | |
| From: 11.6 ft. to 16 ft. | silt | |
| From: 16 ft. to 20 ft. | clayey silt | |
| From: 20 ft. to 28.5 ft. | silty clay | |
| From: 28.5 ft. to 32 ft. | clay | |