Specific Water Well Detail | ||
Location Info | |||
Owner: Kansas Dept. of Transportation, KDOT | Status: Constructed | ||
Location: T11S, R16E, Sec. 35, NW NW NW SE | County: Shawnee | ||
Directions: WB Oakland Expressway over SE 2nd St, 1, Bridge No. 26.28: Hole Sta. 510+85, 42 Lt CL | |||
Latitude: 39.0511621 | Longitude: -95.603155 | Datum NAD 27 | |
Latitude: 39.0511623 | Longitude: -95.6034121 | 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: 76.9 ft. | Elevation: 889.7 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 05-Jan-1994 | Well Use: Test Hole, Geotechnical | |
DWR Applic. #: | Other ID: K-3362-04 |
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. |
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 5.4 ft. | Brown Clay grading to an orange till. Small erratic gravel. | |
From: 5.4 ft. to 10.1 ft. | Limestone, weathered, orangish, vuggy, fossiliferous | |
From: 10.1 ft. to 70.4 ft. | Shale, gray-green, sandy. numerous hard sandstone lenses. Shale, gray grading to dark gray, clayey with sandy zones. Shale, dark gray, clayey, very firm. | |
From: 70.4 ft. to 74.4 ft. | Limestone, hard unit bedded, shaley break around 1 inch from top, 0.4 thick | |
From: 74.4 ft. to 76.9 ft. | Shale, gray green, very firm grades to limy. shale lower 0.5 |