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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ken Car, Inc. | Status: Constructed | ||
| Location: T24S, R32W, Sec. 18, SE NW SE | County: Finney | ||
| Directions: from 207 E Fulton, 90 feet SE, Garden City (U1-028-15393) | |||
| Latitude: 37.9649146 | Longitude: -100.871118 | Datum NAD 27 | |
| Latitude: 37.96494 | Longitude: -100.87156 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.96494 | GPS Longitude: -100.87156 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 64 ft. | Elevation: 2835 ft. | |
| Static Water Level: 52.28 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Aug-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Larsen & Associates | 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 44 ft | |
| Casing height above land surface: -34.56 in
Casing Weight: .154 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 44 ft to 64 ft | |
| Gravel pack intervals | From: 42 ft to 64 ft | |
| Grout Info | ||
| Grout used: | From: 0 to .5 ft
From: .5 to 42 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete and fill | |
| From: .5 ft. to 8 ft. | loam | |
| From: 8 ft. to 22 ft. | coarse sand | |
| From: 22 ft. to 64 ft. | coarse sand and gravel | |