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Specific Water Well Detail |
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| Location Info | |||
| Owner: Horst, Gene | Status: Constructed | ||
| Location: T22S, R10E, Sec. 24, NW NW SE NW | County: Greenwood | ||
| Directions: West of Co Rd. 1, 3 miles west on Co Rd. 2 | |||
| Latitude: 38.1258274 | Longitude: -96.2607153 | Datum NAD 27 | |
| Latitude: 38.125849 | Longitude: -96.260995 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.125849 | GPS Longitude: -96.260995 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 75 ft. | Elevation: 1192 ft. | |
| Static Water Level: 13 ft. | Est. Yield: 1 gpm. | |
| Comp. Date: 22-Oct-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: 14 ft. | ||
| Bore hole diameter: 10 inches to 75 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 75 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 15 ft to 55 ft | |
| Gravel pack intervals | From: 10 ft to 75 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: In open field | ||
| Direction from well: N | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 14 ft. | yellow-orange clay | |
| From: 14 ft. to 20 ft. | large gravel | |
| From: 20 ft. to 25 ft. | gray shale | |
| From: 25 ft. to 27 ft. | limestone | |
| From: 27 ft. to 65 ft. | shale/sandstone | |
| From: 65 ft. to 75 ft. | gray shale | |