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Specific Water Well Detail |
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| Location Info | |||
| Owner: Overmiller, Kelly | Status: Constructed | ||
| Location: T1S, R13W, Sec. 19, SE SE NE NE | County: Smith | ||
| Directions: 4071 N Rd, Smith Center | |||
| Latitude: 39.9552257 | Longitude: -98.8234815 | Datum NAD 27 | |
| Latitude: 39.95524 | Longitude: -98.823838 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.95524 | GPS Longitude: -98.823838 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 115 ft. | Elevation: 2036 ft. | |
| Static Water Level: 63 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 13-Sep-2018 | 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: 63 ft. | ||
| Pump test data: Well water was 85 ft after 1 hours pumping 20 gpm | ||
| Bore hole diameter: 11 inches to 15 ft and 10 inches to 115 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 55 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: 55 ft to 115 ft | |
| Gravel pack intervals | From: 20 ft to 115 ft | |
| Grout Info | ||
| Grout used: | 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 55 ft. | tan hard clay | |
| From: 55 ft. to 75 ft. | broken limestone and clay | |
| From: 75 ft. to 95 ft. | hard clay | |
| From: 95 ft. to 110 ft. | ochre with broken limestone | |
| From: 110 ft. to 115 ft. | gray shale | |