Specific Water Well Detail | ||
Location Info | |||
Owner: Unruh, Roy | Status: Constructed | ||
Location: T21S, R3E, Sec. 33, SE SE SW | County: Marion | ||
Directions: 111 W 9th, Peabody: Olive St and Hwy 50 | |||
Latitude: 38.1754552 | Longitude: -97.1078095 | Datum NAD 27 | |
Latitude: 38.1754704 | Longitude: -97.108117 | 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: 40 ft. | Elevation: ft. | |
Static Water Level: 32.6 ft. | Est. Yield: gpm. | |
Comp. Date: 15-Oct-1994 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 9 |
Driller Info | ||
Driller: Maxim Tech./Kansas City | License #: 438 |
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: 32 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 25 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: PVC | Screen Openings: Continuous slot | |
Screen-perforated intervals | From: 25 ft to 40 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout, Bentonite | From: 0 to 22 ft
From: 22 to 24 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Fuel storage | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 12 ft. | brown silty clay, moist, stiff | |
From: 12 ft. to 30 ft. | grayish brown silty clay, moist, stiff | |
From: 30 ft. to 40 ft. | brownish gray silty clay, moist, stiff |