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Specific Water Well Detail |
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| Location Info | |||
| Owner: Diepenbrock, Gary | Status: Constructed | ||
| Location: T18S, R4E, Sec. 10, NW SE SE NE | County: Marion | ||
| Directions: from Vista and 300 Ave, 2200 feet S and 333 feet W | |||
| Latitude: 38.5018802 | Longitude: -96.9680516 | Datum NAD 27 | |
| Latitude: 38.501896 | Longitude: -96.968349 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.501896 | GPS Longitude: -96.968349 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 1444 ft. | |
| Static Water Level: 76 ft. | Est. Yield: 45 gpm. | |
| Comp. Date: 31-Mar-2016 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Backhus Well Drilling, LLC | License #: 900 | |
| 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: 95 ft. | ||
| Bore hole diameter: 10 inches to 110 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 110 ft | |
| Casing height above land surface: 48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 110 ft | |
| Gravel pack intervals | From: 20 ft to 110 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: sw | Distance: 400 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 11 ft. | red clay | |
| From: 11 ft. to 13 ft. | white limestone | |
| From: 13 ft. to 43 ft. | yellow shale | |
| From: 43 ft. to 63 ft. | gray limestone | |
| From: 63 ft. to 92 ft. | white limestone | |
| From: 92 ft. to 110 ft. | gray limestone | |