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Specific Water Well Detail |
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| Location Info | |||
| Owner: Birkbeck, Stan | Status: Constructed | ||
| Location: T21S, R15E, Sec. 17, SE SE SE | County: Coffey | ||
| Directions: from NW Burlington: 1 mi N Co Rd FA 510, 2 mi W of Hwy 75 | |||
| Latitude: 38.2148408 | Longitude: -95.7760981 | Datum NAD 27 | |
| Latitude: 38.2148621 | Longitude: -95.7763629 | 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: 28 ft. | Elevation: ft. | |
| Static Water Level: 6 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 29-Jun-1987 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Grogan Ebberts Drilling | License #: 479 | |
| 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?: | ||
| Ground water encountered: 19 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 28 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 18 ft to 28 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 4 to 6 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | dark gray silt | |
| From: 4 ft. to 18 ft. | silt and clay | |
| From: 18 ft. to 20 ft. | sandy silt | |
| From: 20 ft. to 28 ft. | gravel | |