Specific Water Well Detail | ||
Location Info | |||
Owner: Oakland Sewage Treatment Plant | Status: Constructed | ||
Location: T11S, R16E, Sec. 28, NE NW NW | County: Shawnee | ||
Directions: Poplar and Sardon Ave, Topeka | |||
Latitude: 39.0726446 | Longitude: -95.6464622 | Datum NAD 27 | |
Latitude: 39.0726445 | Longitude: -95.6467205 | 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: 30 ft. | Elevation: ft. | |
Static Water Level: 26 ft. | Est. Yield: gpm. | |
Comp. Date: 24-Sep-1980 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 1 |
Driller Info | ||
Driller: Layne-Western | License #: 149 |
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?: No
Water Well disinfected?: | ||
Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 21 ft to 31 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | Topsoil | |
From: 1 ft. to 15 ft. | Brown silty sandy clay | |
From: 15 ft. to 20 ft. | Brown fine sand | |
From: 20 ft. to 25 ft. | Brown fine to medium sand | |
From: 25 ft. to 30 ft. | Brown medium to coarse sand |