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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T18S, R27W, Sec. 28, NE SE SE NE | County: Lane | ||
| Directions: from Alamota Rd and Tomahawk Rd, 2650 feet S and 2000 feet E | |||
| Latitude: 38.4597223 | Longitude: -100.301685 | Datum NAD 27 | |
| Latitude: 38.45974 | Longitude: -100.3021 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.45974 | GPS Longitude: -100.3021 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 32.3 ft. | Elevation: 2620.28 ft. | |
| Static Water Level: 18.3 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jul-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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: 18.3 ft. | ||
| Bore hole diameter: 8.25 inches to 32.3 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 22.3 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 22.3 ft to 32.3 ft | |
| Gravel pack intervals | From: 20 ft to 32.3 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: West | Distance: 1000 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 11 ft. | silty very fine sand, poorly graded, light brown | |
| From: 11 ft. to 32.3 ft. | silty lean clay, brown to tan to dark gray-brown, with clay shale | |