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Specific Water Well Detail |
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| Location Info | |||
| Owner: George, Mike | Status: Constructed | ||
| Location: T25S, R31W, Sec. 13, SE SE SE NW | County: Finney | ||
| Directions: 207 E Ave A, Pierceville | |||
| Latitude: 37.8803606 | Longitude: -100.6741447 | Datum NAD 27 | |
| Latitude: 37.880385 | Longitude: -100.674581 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.880385 | GPS Longitude: -100.674581 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 164 ft. | Elevation: 2755 ft. | |
| Static Water Level: 66 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 13-Nov-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill & Water Well Service, Inc. | License #: 805 | |
| 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?: Yes | ||
| Ground water encountered: 66 ft. | ||
| Bore hole diameter: 10 inches to 168 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 164 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 124 ft to 164 ft | |
| Gravel pack intervals | From: 25 ft to 164 ft | |
| Grout Info | ||
| Grout used: | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: SOUTH | Distance: 125 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 25 ft. | clay | |
| From: 25 ft. to 46 ft. | coarse sand and gravel | |
| From: 46 ft. to 58 ft. | clay and gravel | |
| From: 58 ft. to 104 ft. | clay and fine sand streaks | |
| From: 104 ft. to 158 ft. | clay and medium sand | |
| From: 158 ft. to 168 ft. | clay | |