Specific Water Well Detail | ||
Location Info | |||
Owner: US Federal Bureau of Prisons | Status: Constructed | ||
Location: T8S, R22E, Sec. 23, SW SW SE SW | County: Leavenworth | ||
Directions: 1300 Metropolitan Ave, Leavenworth (qtr calls edited from SE SW SW per GPS on plugging) | |||
Latitude: 39.3326048 | Longitude: -94.9316328 | Datum NAD 27 | |
Latitude: 39.3326056 | Longitude: -94.9318778 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.3326056 | GPS Longitude: -94.9318778 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 26 ft. | Elevation: 883.24 ft. | |
Static Water Level: 19.4 ft. | Est. Yield: gpm. | |
Comp. Date: 25-Mar-1991 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 2A |
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 16 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: 16 ft to 26 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: 2 to 14 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 21 ft. | lean clay | |
From: 21 ft. to 26 ft. | shale |