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Specific Water Well Detail |
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| Location Info | |||
| Owner: Younger Trust | Status: Constructed | ||
| Location: T3S, R11W, Sec. 9, SW NW SW SW | County: Smith | ||
| Directions: from Hwy 281 and Rd 150, 0.5 mi W on north side of road | |||
| Latitude: 39.8016807 | Longitude: -98.5785983 | Datum NAD 27 | |
| Latitude: 39.801694 | Longitude: -98.578944 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.801694 | GPS Longitude: -98.578944 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1767 ft. | |
| Static Water Level: 8 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 31-Aug-2012 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drilling | License #: 741 | |
| 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: 8 ft. | ||
| Bore hole diameter: 12 inches to 15 ft and 10 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 15 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 15 ft to 35 ft | |
| Gravel pack intervals | From: 8 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 8 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | top soil and clay | |
| From: 8 ft. to 15 ft. | broken limestone | |
| From: 15 ft. to 28 ft. | sandy clay | |
| From: 28 ft. to 30 ft. | broken limestone and sandy clay | |
| From: 30 ft. to 35 ft. | gray shale | |