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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T6S, R21E, Sec. 6, NE SW NE NW | County: Atchison | ||
| Directions: Northwest corner of parking lot at 401 Main St. | |||
| Latitude: 39.561228 | Longitude: -95.117447 | Datum NAD 27 | |
| Latitude: 39.5612221 | Longitude: -95.117688 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.561228 | GPS Longitude: -95.117447 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 802 ft. | |
| Static Water Level: 11.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Apr-2016 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3R | |
| Driller Info | ||
| Driller: Associated Environmental, Inc. | License #: 585 | |
| 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?: No | ||
| Ground water encountered: 12 ft. | ||
| Bore hole diameter: 9 inches to 20 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 10 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sch 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 10 ft to 20 ft | |
| Gravel pack intervals | From: 8 ft to 20 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 8 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: South | Distance: 80 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 20 ft. | silty clay, dark brown to black, trace gravel | |