Specific Water Well Detail | ||
Location Info | |||
Owner: US Federal Bureau of Prisons | Status: Constructed | ||
Location: T8S, R22E, Sec. 22, SE NE SE SE | County: Leavenworth | ||
Directions: 1300 Metropolitan Ave, Leavenworth (qtr calls edited from NE SE SE per GPS on plugging) | |||
Latitude: 39.334688 | Longitude: -94.9366149 | Datum NAD 27 | |
Latitude: 39.3346889 | Longitude: -94.9368583 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.3346889 | GPS Longitude: -94.9368583 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 15 ft. | Elevation: 859.62 ft. | |
Static Water Level: 6.3 ft. | Est. Yield: gpm. | |
Comp. Date: 26-Mar-1991 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 9 |
Driller Info | ||
Driller: Geo Systems Engineering, Inc. | License #: 516 |
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: OTHER
Casing Joints: |
Diam: 2 in. to 5 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: Stainless Steel | Screen Openings: Wire wrapped | |
Screen-perforated intervals | From: 5 ft to 15 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 1 to 4 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to .5 ft. | top soil | |
From: .5 ft. to 9 ft. | lean clay | |
From: 9 ft. to 15 ft. | shale |