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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rucker, M | Status: Constructed | ||
| Location: T32S, R10W, Sec. 21, NW NE SW NW | County: Barber | ||
| Directions: 103 E Washington St, Sharon (KDHE Project No. U1-004-14640) | |||
| Latitude: 37.2493774 | Longitude: -98.4192911 | Datum NAD 27 | |
| Latitude: 37.2494 | Longitude: -98.41965 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.2494 | GPS Longitude: -98.41965 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 14.95 ft. | Elevation: ft. | |
| Static Water Level: 5.35 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Dec-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | red brown gravel and sand | |
| From: 1 ft. to 4.5 ft. | red brown silty clay | |
| From: 4.5 ft. to 5 ft. | fine red brown sand | |
| From: 5 ft. to 6 ft. | medium sand | |
| From: 6 ft. to 7 ft. | red brown silty clay | |
| From: 7 ft. to 9.5 ft. | blue gray clay with some iron staining | |
| From: 9.5 ft. to 10 ft. | brown silty clay | |
| From: 10 ft. to 15.5 ft. | red brown silty clay | |