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Specific Water Well Detail |
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| Location Info | |||
| Owner: Tamko Building Products LLC Industrial Solid Waste Landfill | Status: Constructed | ||
| Location: T3S, R18W, Sec. 26, NE NW NW SE | County: Phillips | ||
| Directions: 1598 Highway 183, Phillipsburg | |||
| Latitude: 39.7628319 | Longitude: -99.3164829 | Datum NAD 27 | |
| Latitude: 39.7628416 | Longitude: -99.3168582 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.7628416 | GPS Longitude: -99.3168582 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 18 ft. | Elevation: 1895.06 ft. | |
| Static Water Level: 6.82 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Sep-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| 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: 6 ft. | ||
| Bore hole diameter: 8.25 inches to 18 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 8 ft | |
| Casing height above land surface: 38 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: 8 ft to 18 ft | |
| Gravel pack intervals | From: 5 ft to 18 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 5 ft | |
| Source of Possible Contamination | ||
| Source: Landfill | ||
| Direction from well: West | Distance: 1000 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 8 ft. | fat clay, dark gray, sandy | |
| From: 8 ft. to 10 ft. | coarse sand, clayey, gray | |
| From: 10 ft. to 17.5 ft. | silt, clayey, sandy, light brown | |
| From: 17.5 ft. to 18 ft. | shale, dark gray | |