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Specific Water Well Detail |
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| Location Info | |||
| Owner: Werner, Marvin | Status: Constructed | ||
| Location: T10S, R7E, Sec. 21, NE NE SE SW | County: Riley | ||
| Directions: Dead end of airport rd. north of eureka dr | |||
| Latitude: 39.1632708 | Longitude: -96.6537503 | Datum NAD 27 | |
| Latitude: 39.163268 | Longitude: -96.654035 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.163268 | GPS Longitude: -96.654035 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1044 ft. | |
| Static Water Level: 35 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 05-Sep-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: Yes | ||
| Ground water encountered: 42 ft. | ||
| Bore hole diameter: 10 inches to 93 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 90 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 50 ft to 90 ft | |
| Gravel pack intervals | From: 35 ft to 90 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: E | Distance: 110 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 43 ft. | Clay | |
| From: 43 ft. to 45 ft. | Sand | |
| From: 65 ft. to 78 ft. | Gray Shale | |
| From: 78 ft. to 81 ft. | Limestone | |
| From: 81 ft. to 88 ft. | Gray Shale | |
| From: 88 ft. to 93 ft. | Limestone | |