![]() |
![]() |
Specific Water Well Detail |
![]() |
Location Info | |||
Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
Location: T14S, R3W, Sec. 32, NE NE NE | County: Saline | ||
Directions: from Halstead and Mognolia: .25 mi S | |||
Latitude: 38.7972968 | Longitude: -97.6691836 | Datum NAD 27 | |
Latitude: 38.7973006 | Longitude: -97.6694983 | 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: 22.3 ft. | Elevation: ft. | |
Static Water Level: 20.9 ft. | Est. Yield: gpm. | |
Comp. Date: 16-Oct-1996 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: 10 M 09 |
Driller Info | ||
Driller: USACE | License #: |
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: 12 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 12 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: 12 ft to 22 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Neat cement, Bentonite | From: 0 to 3 ft
From: 5.5 to 9 ft From: 3 to 5.5 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: E | Distance: 400 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | clayey silt | |
From: 2 ft. to 12 ft. | silty lean clay | |
From: 12 ft. to 21.5 ft. | silty clay | |
From: 21.5 ft. to 23 ft. | silty lean clay |