Specific Water Well Detail | ||
Location Info | |||
Owner: Stout, James Jr. | Status: Constructed | ||
Location: T12S, R2E, Sec. 28, NE SW SE | County: Dickinson | ||
Directions: 965 2600 Ave, Abilene | |||
Latitude: 38.9760556 | Longitude: -97.2098926 | Datum NAD 27 | |
Latitude: 38.976054 | Longitude: -97.2101904 | 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: 80 ft. | Elevation: ft. | |
Static Water Level: 39 ft. | Est. Yield: 14 gpm. | |
Comp. Date: 05-Aug-2009 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Central Kansas Drilling | License #: 397 |
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. | dark top soil | |
From: 1 ft. to 8 ft. | brown clay | |
From: 8 ft. to 9 ft. | limestone | |
From: 9 ft. to 18 ft. | light color clay and shale | |
From: 18 ft. to 19 ft. | maroon clay | |
From: 19 ft. to 28 ft. | gray clay | |
From: 28 ft. to 30 ft. | maroon clay | |
From: 30 ft. to 33 ft. | light gray clay | |
From: 33 ft. to 46 ft. | light color clay and shale | |
From: 46 ft. to 51 ft. | hard dark limestone | |
From: 51 ft. to 68 ft. | gray shale | |
From: 68 ft. to 80 ft. | dark brown shale |