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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kansas Dept. of Transportation, KDOT | Status: Constructed | ||
| Location: T13S, R20E, Sec. 16, NE SE NE | County: Douglas | ||
| Directions: EB K-10 over North Canal, CD 1, Hole Sta. 853+56,24' Rt CL | |||
| Latitude: 38.9234827 | Longitude: -95.1870307 | Datum NAD 27 | |
| Latitude: 38.9234864 | Longitude: -95.1872799 | 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: 72 ft. | Elevation: 810.25 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Nov-2011 | Well Use: Test Hole, Geotechnical | |
| DWR Applic. #: | Other ID: 10-23 K-8392-04 | |
| 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 4.5 ft. | silty clay, dark brown, soft to firm, moist, organics | |
| From: 4.5 ft. to 9.3 ft. | silty clay, dark brown, occasional subrounded limestone gravel, firm, moist | |
| From: 9.3 ft. to 12 ft. | silty clay, dark brown, soft, moist | |
| From: 12 ft. to 19 ft. | silty clay, grayish brown to blue gray, mottled with brown, firm, moist, high swell | |
| From: 19 ft. to 28 ft. | silty clay, blue gray, mottled with brown, firm to stiff, wet, high swell | |
| From: 28 ft. to 28.4 ft. | silty clay, brown, firm to stiff, wet, high swell | |
| From: 28.4 ft. to 40 ft. | fine sand, clayey, brown, dense to medium dense, wet | |
| From: 40 ft. to 40.5 ft. | fine sand and gravel, brown, dense, wet | |
| From: 40.5 ft. to 41.5 ft. | sandy shale, hard | |
| From: 41.5 ft. to 45.9 ft. | fine sandstone, gray, well cemented, very closely fractured, shale seams or partings less than 1-inch thick | |
| From: 45.9 ft. to 54.7 ft. | sandy shale, gray, hard, abundant very thin sandstone stringers, very closely fractured | |
| From: 54.7 ft. to 72.3 ft. | fine sandstone, gray, well cemented, hard to very hard, very closely fractured | |