Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T9S, R5E, Sec. 1, NE NE SW | County: Riley | ||
Directions: 311 S Broadway, Riley | |||
Latitude: 39.2977968 | Longitude: -96.8224096 | Datum NAD 27 | |
Latitude: 39.2977932 | Longitude: -96.8226975 | 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: 20 ft. | Elevation: ft. | |
Static Water Level: 20 ft. | Est. Yield: gpm. | |
Comp. Date: 02-Feb-1995 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 25 A |
Driller Info | ||
Driller: Kurtz Environmental Service | License #: 575 |
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: PVC
Casing Joints: |
Diam: 2 in. to 10 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: Mill slot | |
Screen-perforated intervals | From: 10 ft to 20 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 1 ft
From: 1 to 9 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Fuel storage | ||
Direction from well: N | Distance: 250 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1.5 ft. | top soil | |
From: 1.5 ft. to 3 ft. | silty clay | |
From: 3 ft. to 7.5 ft. | clay, fat | |
From: 7.5 ft. to 20 ft. | interbedded limestone and shale |