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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kaufman, Dale | Status: Constructed | ||
| Location: T21S, R3W, Sec. 22, NE NW SE NE | County: McPherson | ||
| Directions: 267 16th Ave | |||
| Latitude: 38.2135882 | Longitude: -97.6323054 | Datum NAD 27 | |
| Latitude: 38.2136 | Longitude: -97.63263 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.2136 | GPS Longitude: -97.63263 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 102 ft. | Elevation: 1457 ft. | |
| Static Water Level: 41 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 20-Nov-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 41 ft. | ||
| Pump test data: Well water was 48 ft after .5 hours pumping 20 gpm | ||
| Bore hole diameter: 8.5 inches to 107 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 102 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: Saw cut | |
| Screen-perforated intervals | From: 82 ft to 102 ft | |
| Gravel pack intervals | From: 23 ft to 107 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | brown clay | |
| From: 17 ft. to 41 ft. | rocky brown clay | |
| From: 41 ft. to 59 ft. | layers fine sand and brown clay | |
| From: 59 ft. to 72 ft. | fine-coarse sand and clay | |
| From: 72 ft. to 102 ft. | sand and small gravel | |
| From: 102 ft. to 107 ft. | brown clay | |