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Specific Water Well Detail |
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| Location Info | |||
| Owner: Parsons, Mitch | Status: Constructed | ||
| Location: T12S, R32W, Sec. 2, SE SW SE SE | County: Logan | ||
| Directions: from Hwy 83 and Yuma Rd, 0.75 mi E | |||
| Latitude: 39.0329279 | Longitude: -100.8349611 | Datum NAD 27 | |
| Latitude: 39.032939 | Longitude: -100.835388 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.032939 | GPS Longitude: -100.835388 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 108 ft. | Elevation: ft. | |
| Static Water Level: 76 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 01-Jun-2021 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Aqua Pump LLC #489 | License #: 489 | |
| 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: 76 ft. | ||
| Bore hole diameter: 9 inches to 108 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 108 ft | |
| Casing height above land surface: 24 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: 88 ft to 108 ft | |
| Gravel pack intervals | From: 24 ft to 108 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 24 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | top soil | |
| From: 12 ft. to 27 ft. | brown clay | |
| From: 27 ft. to 38 ft. | sandstone | |
| From: 38 ft. to 62 ft. | sandstone with tan clay layers | |
| From: 62 ft. to 82 ft. | medium sand with tan clay | |
| From: 82 ft. to 100 ft. | gravel | |
| From: 100 ft. to 103 ft. | tan clay | |
| From: 103 ft. to 108 ft. | shale | |