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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jak, LLC | Status: Constructed | ||
| Location: T3S, R29W, Sec. 1, NE NE NW SW | County: Decatur | ||
| Directions: 106 S Rodehaver, Oberlin (U6-020-00236) | |||
| Latitude: 39.8203035 | Longitude: -100.5294243 | Datum NAD 27 | |
| Latitude: 39.82031 | Longitude: -100.52985 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.82031 | GPS Longitude: -100.52985 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 37 ft. | Elevation: 2560.91 ft. | |
| Static Water Level: 21.12 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Dec-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: KMW 2 R | |
| Driller Info | ||
| Driller: Woofter Pump & Well #881 | License #: 881 | |
| 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. | concrete | |
| From: .5 ft. to 2.5 ft. | silty clay | |
| From: 2.5 ft. to 6 ft. | silt | |
| From: 6 ft. to 10 ft. | silty clay | |
| From: 10 ft. to 16 ft. | silt | |
| From: 16 ft. to 20 ft. | silty clay | |
| From: 20 ft. to 30 ft. | clayey silt | |
| From: 30 ft. to 35 ft. | silty clay | |
| From: 35 ft. to 37 ft. | silty sand | |