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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bob's Inc. | Status: Constructed | ||
| Location: T6S, R11W, Sec. 28, NE SE NE | County: Osborne | ||
| Directions: 922 Morgan St, Downs | |||
| Latitude: 39.5054775 | Longitude: -98.5442447 | Datum NAD 27 | |
| Latitude: 39.50549 | Longitude: -98.54459 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.50549 | GPS Longitude: -98.54459 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 1483.92 ft. | |
| Static Water Level: 26.19 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-May-2009 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 7 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | grass, top soil, brown silt, little fine gravel, dry | |
| From: 4 ft. to 20 ft. | brown silty clay, low to moderate plasticity, moist | |
| From: 20 ft. to 25 ft. | brown silty clay with very fine sand, low to moderate plasticity, moist | |
| From: 25 ft. to 30 ft. | brown silty clay with very fine sand, low to moderate plasticity, wet | |
| From: 30 ft. to 35 ft. | brown fine to medium grained sand, some clay, wet | |