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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Arlington | Status: Constructed | ||
| Location: T25S, R8W, Sec. 11, NW SE NE | County: Reno | ||
| Directions: from SE corner, 3366 feet N and 1194 feet W | |||
| Latitude: 37.8929518 | Longitude: -98.1640754 | Datum NAD 27 | |
| Latitude: 37.892966 | Longitude: -98.164419 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.892966 | GPS Longitude: -98.164419 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 84 ft. | Elevation: 1606 ft. | |
| Static Water Level: 34 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jul-2025 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Sargent Drlg #946 | License #: 946 | |
| 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: 4 in. to 74 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .025 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot (PVC) | |
| Screen-perforated intervals | From: 74 ft to 84 ft | |
| Gravel pack intervals | From: 70 ft to 84 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 70 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 40 ft. | fine to medium-coarse sand and gravel | |
| From: 40 ft. to 74 ft. | clay, tannish brown | |
| From: 74 ft. to 82 ft. | fine to medium-coarse sand and gravel | |
| From: 82 ft. to 100 ft. | shale | |