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Specific Water Well Detail |
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| Location Info | |||
| Owner: Siemans, Hank | Status: Constructed | ||
| Location: T21S, R3W, Sec. 23, SE NE SE SE | County: McPherson | ||
| Directions: 212 17th Ave | |||
| Latitude: 38.2051301 | Longitude: -97.6109069 | Datum NAD 27 | |
| Latitude: 38.20514 | Longitude: -97.61123 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.20514 | GPS Longitude: -97.61123 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 99 ft. | Elevation: 1457 ft. | |
| Static Water Level: 42 ft. | Est. Yield: 75 gpm. | |
| Comp. Date: 08-May-2018 | 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: 42 ft. | ||
| Pump test data: Well water was 44 ft after .5 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 105 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 99 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: Saw cut | |
| Screen-perforated intervals | From: 79 ft to 99 ft | |
| Gravel pack intervals | From: 23 ft to 105 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 24 ft. | brown clay | |
| From: 24 ft. to 39 ft. | brown clay and silt | |
| From: 39 ft. to 80 ft. | fine-medium sand | |
| From: 80 ft. to 99 ft. | sand and gravel | |
| From: 99 ft. to 105 ft. | fine sand and clay | |