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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nichols, Manford | Status: Constructed | ||
| Location: T27S, R31W, Sec. 28, NW NW SW | County: Haskell | ||
| Directions: from Pierceville: 13 mi S, 5 mi W | |||
| Latitude: 37.6701035 | Longitude: -100.7238935 | Datum NAD 27 | |
| Latitude: 37.6701275 | Longitude: -100.7243298 | 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: 485 ft. | Elevation: ft. | |
| Static Water Level: 260 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 03-Oct-2007 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Joe's Well Service, Inc. | License #: 179 | |
| 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 20 ft. | topsoil clay | |
| From: 20 ft. to 80 ft. | fine sand | |
| From: 80 ft. to 200 ft. | fine-coarse sand, small-medium gravel | |
| From: 200 ft. to 260 ft. | blue clay | |
| From: 260 ft. to 340 ft. | fine-coarse sand, small gravel | |
| From: 340 ft. to 400 ft. | fine-coarse sand, small gravel clay layer | |
| From: 400 ft. to 460 ft. | fine-medium sand clay layers | |
| From: 460 ft. to 500 ft. | tan clay red clay sandstone | |