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Specific Water Well Detail |
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| Location Info | |||
| Owner: REED, STEVE | Status: Constructed | ||
| Location: T8S, R5E, Sec. 12, NW SW SE NE | County: Riley | ||
| Directions: 1/2 MILE NORTH OF BARTON RD ON UNION RD, RILEY COUNTY | |||
| Latitude: 39.3722883 | Longitude: -96.8159842 | Datum NAD 27 | |
| Latitude: 39.372286 | Longitude: -96.816274 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.372286 | GPS Longitude: -96.816274 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 97 ft. | Elevation: 1339 ft. | |
| Static Water Level: 65 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 05-Sep-2014 | 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: 75 ft. | ||
| Bore hole diameter: 10 inches to 97 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 97 ft | |
| Casing height above land surface: 20 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 66 ft to 86 ft | |
| Gravel pack intervals | From: 22 ft to 97 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 22 ft | |
| Source of Possible Contamination | ||
| Source: NEW CONSTRUCTION | ||
| Direction from well: E | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | clay, brown | |
| From: 8 ft. to 75 ft. | shale, tan, gray, red | |
| From: 75 ft. to 82 ft. | limestone, broken | |
| From: 82 ft. to 97 ft. | shale, gray | |