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Specific Water Well Detail |
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| Location Info | |||
| Owner: Britt, Richard E. | Status: Constructed | ||
| Location: T10S, R7E, Sec. 28, NW NE NE | County: Riley | ||
| Directions: from 1400 S Scenic Dr, Manhattan: .5 mi N, .25 mi W | |||
| Latitude: 39.1593679 | Longitude: -96.6478917 | Datum NAD 27 | |
| Latitude: 39.1593652 | Longitude: -96.6481741 | 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: 61 ft. | Elevation: ft. | |
| Static Water Level: 16 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 23-Mar-2002 | Well Use: Irrigation | |
| DWR Applic. #: 44935 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Daniel H. Hoobler Drilling Co. | License #: 323 | |
| 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 8 ft. | fine brown sand | |
| From: 8 ft. to 17 ft. | small-medium brown sand | |
| From: 17 ft. to 23 ft. | small-medium gray sand | |
| From: 23 ft. to 40 ft. | fine gray sand and gray clay | |
| From: 40 ft. to 49 ft. | medium brown gravel | |
| From: 49 ft. to 58 ft. | small-medium brown gravel | |
| From: 58 ft. to 61 ft. | cobbles and small brown gravel | |
| From: 61 ft. to ft. | brown shale | |