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Specific Water Well Detail |
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| Location Info | |||
| Owner: Atlantic Richfield Co. | Status: Constructed | ||
| Location: T10S, R8E, Sec. 18, NE NE SW NW | County: Riley | ||
| Directions: 1701 Anderson Ave, Manhattan | |||
| Latitude: 39.1856017 | Longitude: -96.583215 | Datum NAD 27 | |
| Latitude: 39.1856 | Longitude: -96.5835 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.1856 | GPS Longitude: -96.5835 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 29 ft. | Elevation: ft. | |
| Static Water Level: 11 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Feb-2011 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 18 | |
| Driller Info | ||
| Driller: Below Ground Surface, Inc. | License #: 710 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | concrete and sand and gravel | |
| From: 5 ft. to 15 ft. | clay, stiff | |
| From: 15 ft. to 20 ft. | silty clay, soft, wet | |
| From: 20 ft. to 29 ft. | silt, wet | |