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Specific Water Well Detail |
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| Location Info | |||
| Owner: Magellan Pipeline Company LP | Status: Constructed | ||
| Location: T7S, R2E, Sec. 24, NW SW NW NW | County: Clay | ||
| Directions: SE of intersection 22nd and Limestone Rd. NW of Clay Center | |||
| Latitude: 39.435003 | Longitude: -97.1630229 | Datum NAD 27 | |
| Latitude: 39.435 | Longitude: -97.16333 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.435 | GPS Longitude: -97.16333 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1229 ft. | |
| Static Water Level: 22 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Feb-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| 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: 22 ft. | ||
| Bore hole diameter: 8 inches to 30 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 30 ft | |
| Casing height above land surface: 30 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .025 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 30 ft | |
| Gravel pack intervals | From: 18 ft to 30 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 18 ft | |
| Source of Possible Contamination | ||
| Source: Amonia pipeline | ||
| Direction from well: W | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | light brown silty clay | |
| From: 12 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 30 ft. | brown sand | |