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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lovell Jr, Gerald D. | Status: Constructed | ||
| Location: T1S, R14W, Sec. 8, NW NE NW NE | County: Smith | ||
| Directions: from Hwy 8 and Co Rd 20, 0.75 mi E on south side of road in pasture | |||
| Latitude: 39.9876256 | Longitude: -98.9235839 | Datum NAD 27 | |
| Latitude: 39.987639 | Longitude: -98.923944 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.987639 | GPS Longitude: -98.923944 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: 2078 ft. | |
| Static Water Level: 47 ft. | Est. Yield: 6 gpm. | |
| Comp. Date: 06-Aug-2014 | 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: 47 ft. | ||
| Pump test data: Well water was 90 ft after 1 hours pumping 6 gpm | ||
| Bore hole diameter: 11 inches to 10 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 35 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: 35 ft to 95 ft | |
| Gravel pack intervals | From: 20 ft to 95 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 35 ft. | CLAY TAN HARD | |
| From: 35 ft. to 50 ft. | SANDSTONE WHITE SOFT | |
| From: 50 ft. to 80 ft. | SANDY CLAY GREEN | |
| From: 80 ft. to 95 ft. | OCHRE YELLOW SOFT | |