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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T3S, R23W, Sec. 2, SE SW NW NW | County: Norton | ||
| Directions: Approx 200' N, 600' E of State St and Taft St, Elmwood Park, Norton | |||
| Latitude: 39.8239839 | Longitude: -99.8867141 | Datum NAD 27 | |
| Latitude: 39.82399 | Longitude: -99.88712 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.82399 | GPS Longitude: -99.88712 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 26 ft. | Elevation: 2142.45 ft. | |
| Static Water Level: 8.44 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Feb-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 8.6 ft. | ||
| Bore hole diameter: 8 inches to 26 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 6 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 6 ft to 26 ft | |
| Gravel pack intervals | From: 4 ft to 26 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 4 ft | |
| Source of Possible Contamination | ||
| Source: Grain elevator | ||
| Direction from well: Northwest | Distance: 3140 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 13 ft. | lean clay, dark brown to olive brown | |
| From: 13 ft. to 26 ft. | silty lean clay, olive brown to gray | |