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Specific Water Well Detail |
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| Location Info | |||
| Owner: Crase, David | Status: Constructed | ||
| Location: T24S, R31W, Sec. 8, NW NW NW | County: Finney | ||
| Directions: 2500 N Sixmile Rd, Garden City | |||
| Latitude: 37.988176 | Longitude: -100.7546691 | Datum NAD 27 | |
| Latitude: 37.9882 | Longitude: -100.75511 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.9882 | GPS Longitude: -100.75511 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 310 ft. | Elevation: 2908 ft. | |
| Static Water Level: 156 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 26-Nov-2025 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Midwest Well & Pump - #1047 | License #: 1047 | |
| 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: Glued |
Diam: 5 in. to 240 ft | |
| Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sdr17 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 240 ft to 310 ft | |
| Gravel pack intervals | From: 27 ft to 310 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 27 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: S | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 62 ft. | clay, brown | |
| From: 62 ft. to 114 ft. | fine to medium sand | |
| From: 114 ft. to 122 ft. | clay, brown | |
| From: 122 ft. to 152 ft. | fine to medium sand | |
| From: 152 ft. to 162 ft. | sandy clay, brown | |
| From: 162 ft. to 195 ft. | fine to medium sand | |