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Specific Water Well Detail |
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| Location Info | |||
| Owner: Harshman, Frank | Status: Constructed | ||
| Location: T19S, R7E, Sec. 10, NE NW NW NE | County: Chase | ||
| Directions: 2279 U Rd., Strong City | |||
| Latitude: 38.4207343 | Longitude: -96.6410305 | Datum NAD 27 | |
| Latitude: 38.42075 | Longitude: -96.64132 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.42075 | GPS Longitude: -96.64132 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1216 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 29-Feb-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 30 ft. | ||
| Bore hole diameter: 10 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 50 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR32 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 50 ft | |
| Gravel pack intervals | From: 20 ft to 50 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 3 ft. | Topsoil | |
| From: 3 ft. to 6 ft. | Gray Clay | |
| From: 6 ft. to 30 ft. | Tan Clay | |
| From: 30 ft. to 36 ft. | Small Gravel | |
| From: 36 ft. to 40 ft. | Large Gravel | |
| From: 40 ft. to 42 ft. | Limestone | |
| From: 42 ft. to 45 ft. | Gray Shale | |
| From: 45 ft. to 50 ft. | Limestone | |