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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gwennap, Jim | Status: Constructed | ||
| Location: T1S, R13W, Sec. 28, NW NE NE NE | County: Smith | ||
| Directions: from P Rd and 50 Rd, 0.25 mi W on south side of road | |||
| Latitude: 39.9438746 | Longitude: -98.7862029 | Datum NAD 27 | |
| Latitude: 39.943889 | Longitude: -98.786556 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.943889 | GPS Longitude: -98.786556 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 2081 ft. | |
| Static Water Level: 71 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 23-Sep-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: 71 ft. | ||
| Pump test data: Well water was 100 ft after 1 hours pumping 30 gpm | ||
| Bore hole diameter: 11 inches to 15 ft and 10 inches to 160 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 100 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: Mill slot | |
| Screen-perforated intervals | From: 100 ft to 160 ft | |
| Gravel pack intervals | From: 20 ft to 160 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 95 ft. | CLAY TAN HARD | |
| From: 95 ft. to 155 ft. | TAN SANDY CLAY WITH THIN SANDSTONE LAYERS | |
| From: 155 ft. to 158 ft. | YELLOW OCHRE SOFT | |
| From: 158 ft. to 160 ft. | GRAY SHALE DENSE | |