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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bennett, Dr. | Status: Constructed | ||
| Location: T9S, R7E, Sec. 26, SW NE NE | County: Riley | ||
| Directions: from Manhattan: 4.5 mi N on 24 Hwy, .25 mi S | |||
| Latitude: 39.2447041 | Longitude: -96.6107828 | Datum NAD 27 | |
| Latitude: 39.2447005 | Longitude: -96.6110644 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 19 gpm. | |
| Comp. Date: 27-Mar-2002 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| Scanned Form | View scan |
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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 1 ft. | top soil | |
| From: 1 ft. to 2 ft. | limestone | |
| From: 2 ft. to 4 ft. | gray shale | |
| From: 4 ft. to 11 ft. | yellow shale | |
| From: 11 ft. to 19 ft. | brown shale | |
| From: 19 ft. to 39 ft. | greenish shale | |
| From: 39 ft. to 44 ft. | limestone | |
| From: 44 ft. to 58 ft. | gray shale | |
| From: 58 ft. to 63 ft. | limestone | |
| From: 63 ft. to 74 ft. | brown shale | |
| From: 74 ft. to 102 ft. | limestone | |
| From: 102 ft. to 120 ft. | gray shale | |
