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Specific Water Well Detail |
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| Location Info | |||
| Owner: Athol Coop | Status: Constructed | ||
| Location: T3S, R14W, Sec. 29, SW SE NE | County: Smith | ||
| Directions: Alley between Spruce St and S Main, Athol (140 north N of Railroad Ave.) | |||
| Latitude: 39.7642184 | Longitude: -98.9193116 | Datum NAD 27 | |
| Latitude: 39.76423 | Longitude: -98.91967 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.76423 | GPS Longitude: -98.91967 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1789.64 ft. | |
| Static Water Level: 21.17 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Mar-2008 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 10 | |
| 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 1 ft. | grass, top soil, silt, brown | |
| From: 3 ft. to 5 ft. | silt, little clay, brown, slightly moist, no odor | |
| From: 8 ft. to 10 ft. | silt, little clay, some fine sand, brown,moist, no odor | |
| From: 13 ft. to 15 ft. | silt, trace clay, with fine sand, brown, moist, no odor | |
| From: 18 ft. to 30 ft. | silt, trace clay, with fine sand, brown, wet, no odor | |