Specific Water Well Detail | ||
Location Info | |||
Owner: US Federal Bureau of Prisons | Status: Constructed | ||
Location: T8S, R22E, Sec. 22, SE SE SE | County: Leavenworth | ||
Directions: 1300 Metropolitan Ave, Leavenworth | |||
Latitude: 39.3329023 | Longitude: -94.9375853 | Datum NAD 27 | |
Latitude: 39.3329019 | Longitude: -94.9378272 | 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: 18.5 ft. | Elevation: ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 05-Dec-1991 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 12 |
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: 10 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 8 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: Mill slot | |
Screen-perforated intervals | From: 8 ft to 18 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: 0 to 1 ft
From: 1 to 6 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 3 ft. | lean clay with fill debris | |
From: 3 ft. to 14 ft. | dark gray lean clay | |
From: 14 ft. to 18.5 ft. | brown lean clay | |
From: 18.5 ft. to ft. | gray shale |