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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mark A. Hanson and Susan Jill Hanson Rev. Trust | Status: Constructed | ||
| Location: T13S, R36W, Sec. 20, SE NE SW SE | County: Logan | ||
| Directions: from Co Rd 180 and K-25, 0.25 mi N and 0.25 mi SW | |||
| Latitude: 38.9069212 | Longitude: -101.3385616 | Datum NAD 27 | |
| Latitude: 38.906933 | Longitude: -101.339001 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.906933 | GPS Longitude: -101.339001 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: ft. | |
| Static Water Level: 12 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 16-Jun-2021 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Aqua Pump LLC #489 | License #: 489 | |
| 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: 12 ft. | ||
| Bore hole diameter: 9 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 50 ft | |
| Casing height above land surface: 18 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: 30 ft to 50 ft | |
| Gravel pack intervals | From: 30 ft to 50 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | top soil | |
| From: 5 ft. to 8 ft. | sand | |
| From: 8 ft. to 22 ft. | sand and gravel | |
| From: 22 ft. to 27 ft. | sand | |
| From: 27 ft. to 32 ft. | clay | |
| From: 32 ft. to 38 ft. | coarse sand | |
| From: 38 ft. to 43 ft. | sand and gravel | |
| From: 43 ft. to 50 ft. | shale | |