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Specific Water Well Detail |
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| Location Info | |||
| Owner: Seiler, Brian | Status: Constructed | ||
| Location: T26S, R3W, Sec. 23, SE NE NE SE | County: Sedgwick | ||
| Directions: 4910 N. 231st St. W., Andale | |||
| Latitude: 37.7701827 | Longitude: -97.607648 | Datum NAD 27 | |
| Latitude: 37.770196 | Longitude: -97.607976 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.770196 | GPS Longitude: -97.607976 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1460 ft. | |
| Static Water Level: 20 ft. | Est. Yield: 18 gpm. | |
| Comp. Date: 01-Jun-2012 | Well Use: Other (Disposal) | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump and Well Service, Inc. | License #: 238 | |
| 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: 20 ft. | ||
| Bore hole diameter: 10 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.5 lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: N | Distance: 30 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 30 ft. | clay | |
| From: 30 ft. to 80 ft. | shale | |