Specific Water Well Detail | ||
Location Info | |||
Owner: Bogle Stations, Inc. | Status: Constructed | ||
Location: T34S, R21E, Sec. 35, SW NW SW | County: Labette | ||
Directions: 230 Maple St, Chetopa | |||
Latitude: 37.0366817 | Longitude: -95.0858035 | Datum NAD 27 | |
Latitude: 37.03675 | Longitude: -95.085533 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.03675 | GPS Longitude: -95.085533 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 20 ft. | Elevation: 815.03 ft. | |
Static Water Level: 13.2 ft. | Est. Yield: gpm. | |
Comp. Date: 13-Dec-2005 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 3 R |
Driller Info | ||
Driller: Larsen and Associates, Inc. | License #: 757 |
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 1 ft. | clay and gravel mix, brown-dark brown, moist | |
From: 3 ft. to 5 ft. | clay with silt, orange brown, moist | |
From: 7 ft. to 9 ft. | clay with silt, mottled gray orange, with manganese | |
From: 11 ft. to 13 ft. | clay with silt, laminated, with weathered shale | |
From: 13 ft. to 13.5 ft. | silt, brown, dry, trace clay | |
From: 19.5 ft. to ft. | bedrock |