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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Wayne | Status: Constructed | ||
| Location: T20S, R6W, Sec. 25, SE NW SE NW | County: Rice | ||
| Directions: from Ave Q and 30th Rd, 0.2 mi S and 0.3 mi E | |||
| Latitude: 38.284988 | Longitude: -97.936679 | Datum NAD 27 | |
| Latitude: 38.285 | Longitude: -97.93701 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.285 | GPS Longitude: -97.93701 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 107 ft. | Elevation: 1529 ft. | |
| Static Water Level: 7 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 06-Sep-2019 | Well Use: Domestic, Livestock | |
| 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: 52 ft. , 96 ft. | ||
| Pump test data: Well water was 27 ft after 2 hours pumping 25 gpm | ||
| Bore hole diameter: 9.5 inches to 60 ft and 5.88 inches to 107 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 60 ft | |
| Casing height above land surface: 30 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: 50 ft to 60 ft | |
| Gravel pack intervals | From: 20 ft to 60 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 6 ft. | brown clay | |
| From: 6 ft. to 21 ft. | layers silt and brown clay | |
| From: 21 ft. to 52 ft. | dark gray clay | |
| From: 52 ft. to 56 ft. | fine sand and conglomerate | |
| From: 56 ft. to 107 ft. | shale | |