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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, Jordan | Status: Constructed | ||
| Location: T28S, R31W, Sec. 15, NW NW NW NW | County: Haskell | ||
| Directions: 2205 90th, Copeland | |||
| Latitude: 37.620017 | Longitude: -100.706663 | Datum NAD 27 | |
| Latitude: 37.6200388 | Longitude: -100.7070928 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.620017 | GPS Longitude: -100.706663 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 620 ft. | Elevation: 2924 ft. | |
| Static Water Level: 409 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 04-Nov-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jantzen Water Well | License #: 533 | |
| 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: 409 ft. | ||
| Bore hole diameter: 10 inches to 620 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 620 ft | |
| Casing height above land surface: 12 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: 540 ft to 620 ft | |
| Gravel pack intervals | From: 24 ft to 620 ft | |
| Grout Info | ||
| Grout used: | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 24 ft. | brown sandy clay and caliche | |
| From: 24 ft. to 36 ft. | medium sand | |
| From: 36 ft. to 70 ft. | brown sandy clay | |
| From: 70 ft. to 504 ft. | fine to medium sand | |
| From: 504 ft. to 560 ft. | brown sandy clay | |
| From: 560 ft. to 620 ft. | medium coarse sand and shale | |