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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T24S, R32W, Sec. 17, NW NE NE | County: Finney | ||
| Directions: 1808 E Kansas Ave, Garden City; from Kansas Ave and College Drive, 167 feet W and 40 feet S | |||
| Latitude: 37.9747103 | Longitude: -100.8496583 | Datum NAD 27 | |
| Latitude: 37.974735 | Longitude: -100.850098 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.974735 | GPS Longitude: -100.850098 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 94 ft. | Elevation: 2827 ft. | |
| Static Water Level: 84.46 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-May-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: GSI Engineering | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 84 ft | |
| Casing height above land surface: -6 in
Casing Weight: .68 lbs/ft Wall thickness or gauge no.: .154 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 84 ft to 94 ft | |
| Gravel pack intervals | From: 82 ft to 94 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 82 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | top soil, brown, slightly moist | |
| From: .5 ft. to 60 ft. | medium to coarse sand, gravelly, light brown, slightly moist | |
| From: 60 ft. to 75 ft. | sandy clay, light brown | |
| From: 75 ft. to 94 ft. | fine to coarse sand, gravelly, brown | |