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Specific Water Well Detail |
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| Location Info | |||
| Owner: Blickenstaff, Lowell and Ardis | Status: Constructed | ||
| Location: T1S, R13W, Sec. 21, NE SE NE NE | County: Smith | ||
| Directions: 4011 P Rd, Smith Center | |||
| Latitude: 39.9562887 | Longitude: -98.7855055 | Datum NAD 27 | |
| Latitude: 39.956303 | Longitude: -98.785861 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.956303 | GPS Longitude: -98.785861 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: 2049 ft. | |
| Static Water Level: 33 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 12-Dec-2012 | Well Use: Domestic | |
| 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: 33 ft. | ||
| Bore hole diameter: 10 inches to 15 ft and 9 inches to 95 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 35 ft
Diam: 4 in. to 95 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .173 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 35 ft to 85 ft | |
| Gravel pack intervals | From: 25 ft to 95 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 38 ft. | CLAY | |
| From: 38 ft. to 45 ft. | CLAY WITH LIMESTONE | |
| From: 45 ft. to 58 ft. | CLAY | |
| From: 58 ft. to 75 ft. | SANDY CLAY WITH BROKEN LIMESTONE | |
| From: 75 ft. to 92 ft. | YELLOW OCHRE | |
| From: 92 ft. to 95 ft. | GRAY SHALE | |