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Specific Water Well Detail |
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| Location Info | |||
| Owner: National Bank of Andover | Status: Constructed | ||
| Location: T27S, R3E, Sec. 29, NW NW NW | County: Butler | ||
| Directions: SW corner, Andover Rd and Kellogg | |||
| Latitude: 37.6784708 | Longitude: -97.1338179 | Datum NAD 27 | |
| Latitude: 37.6784867 | Longitude: -97.1341363 | 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: 17 ft. | Elevation: ft. | |
| Static Water Level: 8.59 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Aug-1990 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: HWS Consulting Group Inc. | License #: 471 | |
| 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: 9 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: 2 in. to 17 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: 7 ft to 17 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 3 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | silty clay, brown, 0-5% very fine sand, moist | |
| From: 3 ft. to 4 ft. | silty clay, mottled light yellow brown and olive, 0-3% limestone gravels | |
| From: 4 ft. to 7 ft. | silty clay, mottled light yellow brown and dark yellow brown, 5-15% very fine sand and 5-15% limestone gravel, some gypsum seams, very wet | |
| From: 7 ft. to 12 ft. | silty clay, mottled light yellow brown and dark yellow brown, increase in limestone size to cobbles and quantity to 20-30% saturated at 9.5 feet | |
| From: 12 ft. to 17 ft. | shale, mottled light yellow, brown, and gray (Wellington) | |