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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nordboe, Mike | Status: Constructed | ||
| Location: T10S, R3E, Sec. 26, NW SW SW | County: Clay | ||
| Directions: from Wakefield: W on Hwy 82 to Quail Rd, 4.5 mi S | |||
| Latitude: 39.1502152 | Longitude: -97.0716871 | Datum NAD 27 | |
| Latitude: 39.1502116 | Longitude: -97.0719808 | 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: 140 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 05-Aug-2011 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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 1.5 ft. | top soil | |
| From: 1.5 ft. to 27 ft. | brown clay | |
| From: 27 ft. to 46 ft. | yellow shale | |
| From: 46 ft. to 63 ft. | brown shale | |
| From: 63 ft. to 65 ft. | limestone | |
| From: 65 ft. to 71 ft. | brown shale | |
| From: 71 ft. to 78 ft. | limestone | |
| From: 78 ft. to 89 ft. | gray shale | |
| From: 89 ft. to 102 ft. | limestone | |
| From: 102 ft. to 130 ft. | brown shale | |
| From: 130 ft. to 140 ft. | limestone | |