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Specific Water Well Detail |
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| Location Info | |||
| Owner: Magellan Pipeline Company L.P. | Status: Constructed | ||
| Location: T11S, R1E, Sec. 19, SE NE NE SE | County: Dickinson | ||
| Directions: from 3300 Ave and Bard Rd, 2075 feet S and 70 feet W | |||
| Latitude: 39.0802811 | Longitude: -97.3530264 | Datum NAD 27 | |
| Latitude: 39.08028 | Longitude: -97.35333 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.08028 | GPS Longitude: -97.35333 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1328 ft. | |
| Static Water Level: 14 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Feb-2004 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5 | |
| Driller Info | ||
| Driller: JC Drilling Services | License #: 728 | |
| 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?: No | ||
| Ground water encountered: 14 ft. | ||
| Bore hole diameter: 8 inches to 20 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 20 ft | |
| Casing height above land surface: 30 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 10 ft to 20 ft | |
| Gravel pack intervals | From: 9 ft to 20 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 9 ft | |
| Source of Possible Contamination | ||
| Source: amonia pipeline | ||
| Direction from well: W | Distance: 30 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | light brown clay | |
| From: 10 ft. to 20 ft. | brown clay with sand seams | |