Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T22S, R3E, Sec. 4, NW NW NW NE | County: Marion | ||
Directions: 905 N Walnut St, Peabody (U5-057-13451) | |||
Latitude: 38.1736425 | Longitude: -97.1061104 | Datum NAD 27 | |
Latitude: 38.17366 | Longitude: -97.10642 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.17366 | GPS Longitude: -97.10642 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 30 ft. | Elevation: 1388.32 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 11-Feb-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 20 |
Driller Info | ||
Driller: GeoCore, LLC | License #: 527 |
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:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2.5 ft. | silty clay, dark brown | |
From: 2.5 ft. to 11 ft. | clay, slightly silty, very plastic, brown | |
From: 11 ft. to 16 ft. | clay, becoming yellow brown with rare white calc clasts | |
From: 16 ft. to 21 ft. | silty clay, plastic, yellow brown | |
From: 21 ft. to 24 ft. | very fine-coarse sand, silty, with medium-coarse gravel-size clasts | |
From: 24 ft. to 30 ft. | silt, slightly sandy, occasional clayey stringers |