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Specific Water Well Detail |
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| Location Info | |||
| Owner: Condo, Jesus | Status: Constructed | ||
| Location: T25S, R31W, Sec. 13, NE NE SW | County: Finney | ||
| Directions: 108 East Ave B, Pierceville | |||
| Latitude: 37.8793683 | Longitude: -100.6756938 | Datum NAD 27 | |
| Latitude: 37.879391 | Longitude: -100.67613 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.879391 | GPS Longitude: -100.67613 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 165 ft. | Elevation: 2753 ft. | |
| Static Water Level: 78 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 04-Aug-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill and 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 105 ft | |
| Casing height above land surface: 180 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 105 ft to 165 ft | |
| Gravel pack intervals | From: 25 ft to 165 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 32 ft. | clay | |
| From: 32 ft. to 72 ft. | medium to coarse sand and gravel | |
| From: 72 ft. to 95 ft. | clayey medium to coarse sand and gravel | |
| From: 95 ft. to 122 ft. | clay | |
| From: 122 ft. to 165 ft. | fine to medium sand | |