Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE-BER | Status: Constructed | ||
Location: T2S, R10E, Sec. 24, NW NW NW | County: Marshall | ||
Directions: 105 Park Ave, Axtell | |||
Latitude: 39.8696404 | Longitude: -96.2568981 | Datum NAD 27 | |
Latitude: 39.86964 | Longitude: -96.25719 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.86964 | GPS Longitude: -96.25719 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 50 ft. | Elevation: 1348 ft. | |
Static Water Level: 21.54 ft. | Est. Yield: gpm. | |
Comp. Date: 28-Jun-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 7 |
Driller Info | ||
Driller: GSI Engineering | License #: 531 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 40 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 40 ft to 50 ft | |
Gravel pack intervals | From: 38 ft to 50 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 38 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to .5 ft. | top soil | |
From: .5 ft. to 35 ft. | lean clay, dry, low plasticity, stiff, dark brown, no odor, no particulate, lighter brown at 9 feet, light brown to dark and more brittle at 24 ft, some particulate at 29 ft, mod. plasticity at 24 ft | |
From: 35 ft. to 50 ft. | fat clay, slightly moist, moderate plasticity, medium stiffness, darker brown, no odor, bigger pebble-sized particulates |