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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cooney, James | Status: Constructed | ||
| Location: T9S, R12E, Sec. 29, SW SW SW | County: Pottawatomie | ||
| Directions: from St Marys: 2 mi W on Hwy 24 to Pleasant View to Doyle Creek, .25 mi E | |||
| Latitude: 39.2319449 | Longitude: -96.108737 | Datum NAD 27 | |
| Latitude: 39.2319415 | Longitude: -96.1090088 | 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: 50 ft. | Est. Yield: 2.5 gpm. | |
| Comp. Date: 02-Sep-1999 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: 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 3 ft. | brown clay | |
| From: 3 ft. to 5 ft. | limestone | |
| From: 5 ft. to 25 ft. | gray shale | |
| From: 25 ft. to 48 ft. | limestone | |
| From: 48 ft. to 52 ft. | gray shale | |
| From: 52 ft. to 53 ft. | limestone | |
| From: 53 ft. to 66 ft. | brown shale | |
| From: 66 ft. to 70 ft. | limestone | |
| From: 70 ft. to 89 ft. | brown shale | |
| From: 89 ft. to 108 ft. | limestone | |
| From: 108 ft. to 120 ft. | gray shale | |
