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Specific Water Well Detail |
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| Location Info | |||
| Owner: Steinmetz, Sam and Diane | Status: Constructed | ||
| Location: T3S, R29W, Sec. 6, NW NE SW NW | County: Decatur | ||
| Directions: 623 Hwy 36, Oberlin | |||
| Latitude: 39.8245 | Longitude: -100.6244 | Datum NAD 27 | |
| Latitude: 39.8245043 | Longitude: -100.6248231 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.8245 | GPS Longitude: -100.6244 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 162 ft. | Elevation: 2752 ft. | |
| Static Water Level: 75 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 20-May-2020 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Oberlin Well Service LLC | License #: 822 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 73 ft. | ||
| Bore hole diameter: 8.5 inches to 162 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 162 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 122 ft to 162 ft | |
| Gravel pack intervals | From: 25 ft to 162 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | top soil | |
| From: 17 ft. to 44 ft. | clay | |
| From: 44 ft. to 72 ft. | limestone | |
| From: 72 ft. to 89 ft. | gravel | |
| From: 89 ft. to 120 ft. | limestone | |
| From: 120 ft. to 143 ft. | clay | |
| From: 143 ft. to 157 ft. | gravel | |
| From: 157 ft. to 162 ft. | shale | |