Specific Water Well Detail | ||
Location Info | |||
Owner: Taylor, John | Status: Constructed | ||
Location: T10S, R14E, Sec. 24, SE NW NE | County: Shawnee | ||
Directions: 6842 Hunter Rd - from Grove: 3 mi E | |||
Latitude: 39.1702834 | Longitude: -95.7994265 | Datum NAD 27 | |
Latitude: 39.1702816 | Longitude: -95.7996894 | 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: 16 ft. | Est. Yield: 8 gpm. | |
Comp. Date: 17-Jul-1985 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Strader Drilling Co., Inc. | License #: 182 |
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?: No
Water Well disinfected?: | ||
Ground water encountered: 27 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 16 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 20 ft
Diam: 5 in. to 78 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 20 ft to 40 ft
From: 0 ft to 0 ft From: 78 ft to 80 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 18 ft. | clay, brown | |
From: 18 ft. to 21 ft. | fine sand, coarse sand, medium gravel | |
From: 21 ft. to 27 ft. | sandstone, gray | |
From: 27 ft. to 80 ft. | shale, gray |