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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kansas Dept. of Transportation, KDOT | Status: Constructed | ||
| Location: T11S, R16E, Sec. 22, E2 SE NE | County: Shawnee | ||
| Directions: Oakland Expressway over the Kansas River, sounding no. 8, Bridge No. 28.66: Hole Sta. 628+99, 66 Rt | |||
| Latitude: 39.0824938 | Longitude: -95.6130969 | Datum NAD 27 | |
| Latitude: 39.0824935 | Longitude: -95.6133542 | 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: 108 ft. | Elevation: 864.7 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Jan-1994 | Well Use: Test Hole, Geotechnical | |
| DWR Applic. #: | Other ID: 004-089 K-3362-05 | |
| Driller Info | ||
| Driller: KDOT | License #: | |
| 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 9.8 ft. | Silt, very soft, brown | |
| From: 9.8 ft. to 37.1 ft. | Sand, silty, medium to coarse. lower 2.0 grades to coarse sand and small gravel | |
| From: 37.1 ft. to 40.7 ft. | Shale, weathered, gray | |
| From: 40.7 ft. to 81.5 ft. | Shale, firm, dark gray | |
| From: 81.5 ft. to 86.2 ft. | Limestone, unit bedded, gray, hard. Shaley break 1.0 from top, 0.3 thick | |
| From: 86.2 ft. to 87.5 ft. | Shale, gray green very firm | |
| From: 87.5 ft. to 93.9 ft. | Very limy shale with limestone stringers, gray-green. Shale, very firm, gray-green | |
| From: 93.9 ft. to 102.8 ft. | Limestone, upper 3.6 has numerous shaley zones. lower 5.3 is a harder more massive limestone with minor shaley zones, gray | |
| From: 102.8 ft. to 106.4 ft. | Shale, black, fissile, hard | |
| From: 106.4 ft. to 108 ft. | Limestone, hard | |