Specific Water Well Detail | ||
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. 3, Bridge No. 28.66: Hole Sta. 612+23 | |||
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: 96.6 ft. | Elevation: 865.7 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 06-Apr-1993 | Well Use: Test Hole, Geotechnical | |
DWR Applic. #: | Other ID: 004-089 K-3362-01 |
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 23.3 ft. | very fine sandy silt grades to fine sand | |
From: 23.3 ft. to 70 ft. | sand with numerous gravel beds | |
From: 70 ft. to 76.1 ft. | Shale weathered. Shale, gray | |
From: 76.1 ft. to 79.2 ft. | Limestone, hard, dense, massive | |
From: 79.2 ft. to 82.1 ft. | Shale, gray, firm | |
From: 82.1 ft. to 87.9 ft. | Limestone, gray, hard, medium bedded shale, limy, gray-green | |
From: 87.9 ft. to 96.6 ft. | Limestone, gray, hard |