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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T20S, R20E, Sec. 30, NW NW SW | County: Anderson | ||
| Directions: 420 S Maple St, Garnett (U3-002-15636) | |||
| Latitude: 38.2809721 | Longitude: -95.2488181 | Datum NAD 27 | |
| Latitude: 38.280994 | Longitude: -95.249076 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.280994 | GPS Longitude: -95.249076 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 15 ft. | Elevation: 1076 ft. | |
| Static Water Level: 1.41 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Apr-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: SS MW-8 | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 3 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 3 ft to 15 ft | |
| Gravel pack intervals | From: 2 ft to 15 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 1 ft
From: 1 to 2 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | top soil | |
| From: .5 ft. to 7 ft. | silty clay, dark brown | |
| From: 7 ft. to 15 ft. | limestone, unweathered, white | |