Specific Water Well Detail | ||
Location Info | |||
Owner: Union Pacific Railroad Co. | Status: Constructed | ||
Location: T18S, R22E, Sec. 11, SW SW SW | County: Miami | ||
Directions: 820 6th St, Osawatomie (Former MP Yard) | |||
Latitude: 38.4928295 | Longitude: -94.9527366 | Datum NAD 27 | |
Latitude: 38.492847 | Longitude: -94.95298 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.492847 | GPS Longitude: -94.95298 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 37 ft. | Elevation: 860 ft. | |
Static Water Level: 14.3 ft. | Est. Yield: gpm. | |
Comp. Date: 12-Oct-2015 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 24 |
Driller Info | ||
Driller: Razek Environmental, LLC | License #: 759 |
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 5 ft. | top soil, fill, clay | |
From: 5 ft. to 10 ft. | dark gray clay, stiff, moist | |
From: 10 ft. to 15 ft. | light brown clay, stiff, moist | |
From: 15 ft. to 16 ft. | dark gray clay, moist | |
From: 16 ft. to 20 ft. | light brown clay, stiff, moist | |
From: 20 ft. to 25 ft. | brown clay, stiff, wet | |
From: 25 ft. to 30 ft. | light brown clay, soft, wet | |
From: 30 ft. to 37 ft. | light brown clay, soft, wet | |
From: 37 ft. to ft. | limestone |