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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, NE NE SW SW | County: Decatur | ||
| Directions: S Rodehaver, 35' SSE of SE corner of power plant, Oberlin (U6-020-15009) | |||
| Latitude: 39.8171542 | Longitude: -100.5298541 | Datum NAD 27 | |
| Latitude: 39.81716 | Longitude: -100.53028 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.81716 | GPS Longitude: -100.53028 | Datum NAD83 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 32 ft. | Elevation: 2561.57 ft. | |
| Static Water Level: 21.18 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Feb-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 9 ft. | silt | |
| From: 9 ft. to 10.8 ft. | clayey silt | |
| From: 10.8 ft. to 20 ft. | silt | |
| From: 20 ft. to 29 ft. | silty clay | |
| From: 29 ft. to 30 ft. | clay | |
| From: 30 ft. to 35 ft. | sand | |