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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bekemeyer Enterprises | Status: Constructed | ||
| Location: T3S, R3E, Sec. 17, NW SW NE NE | County: Washington | ||
| Directions: from 16 Rd and National Rd: 1100 feet W and 800 feet S | |||
| Latitude: 39.7966885 | Longitude: -97.1089146 | Datum NAD 27 | |
| Latitude: 39.796694 | Longitude: -97.109222 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.796694 | GPS Longitude: -97.109222 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 112 ft. | Elevation: 1310 ft. | |
| Static Water Level: 34 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 24-Feb-2011 | Well Use: Feedlot | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Sargent Drilling | License #: 755 | |
| 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. | top soil and sandy clay | |
| From: 20 ft. to 40 ft. | sandy clay | |
| From: 40 ft. to 60 ft. | blue shale and limestone, hard | |
| From: 60 ft. to 70 ft. | blue shale | |
| From: 70 ft. to 80 ft. | fine sandstone | |
| From: 80 ft. to 110 ft. | fine and medium sandstone | |
| From: 110 ft. to 120 ft. | limestone, very hard | |