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Specific Water Well Detail |
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| Location Info | |||
| Owner: Compton, Steve | Status: Constructed | ||
| Location: T3S, R17E, Sec. 35, NW NW SW | County: Brown | ||
| Directions: from Willis: .75 mi E, 1.5 mi N, 560' E | |||
| Latitude: 39.7463031 | Longitude: -95.4881486 | Datum NAD 27 | |
| Latitude: 39.7463071 | Longitude: -95.4884069 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 73 ft. | Elevation: ft. | |
| Static Water Level: 38 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 08-Jul-2006 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rork Drilling | License #: 739 | |
| 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. | top soil | |
| From: 1 ft. to 18 ft. | brown sandy clay with sand lenses | |
| From: 18 ft. to 22 ft. | tan sandy clay | |
| From: 22 ft. to 30 ft. | brown sandy silty clay | |
| From: 30 ft. to 37 ft. | brown fine sand | |
| From: 37 ft. to 52 ft. | brown medium sand | |
| From: 52 ft. to 54.5 ft. | gray sandy shale | |
| From: 54.5 ft. to 61 ft. | gray limestone | |
| From: 61 ft. to 76 ft. | gray sandy shale and limestone | |
| From: 76 ft. to 77 ft. | gray shale | |