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Specific Water Well Detail |
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| Location Info | |||
| Owner: Haslouer, Chuck | Status: Constructed | ||
| Location: T16S, R3E, Sec. 15, SE NE SW NE | County: Dickinson | ||
| Directions: from 500 Ave and Oat Rd, 0.3 mi W and 0.3 mi S, Hope | |||
| Latitude: 38.6624712 | Longitude: -97.0831401 | Datum NAD 27 | |
| Latitude: 38.66248 | Longitude: -97.08344 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.66248 | GPS Longitude: -97.08344 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 140 ft. | Elevation: ft. | |
| Static Water Level: 9 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Mar-2022 | Well Use: Other (irrigation test) | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 30 ft. | ||
| Bore hole diameter: 9 inches to 20 ft and 4.88 inches to 140 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 20 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: None | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 30 ft. | clay and shale | |
| From: 30 ft. to 33 ft. | shale with fractured material | |
| From: 33 ft. to 70 ft. | shale | |
| From: 70 ft. to 80 ft. | shale with fractured material | |
| From: 80 ft. to 140 ft. | shale | |