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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gunn, Terry | Status: Constructed | ||
| Location: T4S, R7E, Sec. 22, NW NW SW | County: Marshall | ||
| Directions: from Blue Rapids: 1 mi NE | |||
| Latitude: 39.6887356 | Longitude: -96.6366298 | Datum NAD 27 | |
| Latitude: 39.6887359 | Longitude: -96.6369237 | 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: 65 ft. | Elevation: ft. | |
| Static Water Level: 42 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jul-1977 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Charles Eldred Harper Drilling Service | License #: 176 | |
| 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 2 ft. | dirt black | |
| From: 2 ft. to 7 ft. | loose rock flint and lime | |
| From: 7 ft. to 20 ft. | clay, brown | |
| From: 20 ft. to 25 ft. | clay, brown, and lime rock, white | |
| From: 25 ft. to 40 ft. | clay, brown, and lime rock, white | |
| From: 40 ft. to 45 ft. | lime rock, porous, yellow | |
| From: 45 ft. to 50 ft. | shale, white | |
| From: 50 ft. to 55 ft. | shale, brown | |
| From: 55 ft. to 60 ft. | lime rock, white | |
| From: 60 ft. to 65 ft. | shale, blue | |