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Specific Water Well Detail |
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| Location Info | |||
| Owner: Haase, Arrin | Status: Constructed | ||
| Location: T14S, R8W, Sec. 23, NE SW NE SW | County: Ellsworth | ||
| Directions: from Hwy 156 on 17th Rd, 3.3 mi N then east in pasture, north of water tower | |||
| Latitude: 38.8176799 | Longitude: -98.1805678 | Datum NAD 27 | |
| Latitude: 38.817689 | Longitude: -98.180902 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.817689 | GPS Longitude: -98.180902 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 178 ft. | Elevation: 1791 ft. | |
| Static Water Level: 122 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 27-Nov-2019 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 139 ft. | ||
| Bore hole diameter: 10 inches to 178 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 178 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 138 ft to 178 ft | |
| Gravel pack intervals | From: 23 ft to 178 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 14 ft. | clay | |
| From: 14 ft. to 22 ft. | limestone | |
| From: 22 ft. to 139 ft. | shale | |
| From: 139 ft. to 168 ft. | sandstone | |
| From: 168 ft. to 178 ft. | gray shale | |