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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hofmann, Galen | Status: Constructed | ||
| Location: T8S, R5E, Sec. 8, SW SE SW SW | County: Riley | ||
| Directions: 1550 Barton Rd | |||
| Latitude: 39.3652328 | Longitude: -96.9028503 | Datum NAD 27 | |
| Latitude: 39.36523 | Longitude: -96.903144 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.36523 | GPS Longitude: -96.903144 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1401 ft. | |
| Static Water Level: 116 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 24-Nov-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: 131 ft. | ||
| Bore hole diameter: 10 inches to 160 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 160 ft | |
| Casing height above land surface: 18 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: 130 ft to 150 ft | |
| Gravel pack intervals | From: 35 ft to 160 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Livestock pens | ||
| Direction from well: N | Distance: 450 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | soil | |
| From: 3 ft. to 75 ft. | yellow shale | |
| From: 75 ft. to 78 ft. | limestone | |
| From: 78 ft. to 115 ft. | loose yellow shale | |
| From: 115 ft. to 131 ft. | brown shale | |
| From: 131 ft. to 140 ft. | broken shale | |
| From: 140 ft. to 160 ft. | gray shale | |