Specific Water Well Detail | ||
Location Info | |||
Owner: Esslinger, Dean | Status: Constructed | ||
Location: T3S, R22W, Sec. 8, NE SW NE | County: Norton | ||
Directions: from Jct. Hwy 36 and 283 in Norton, 4 mi E and 3 mi S | |||
Latitude: 39.8087105 | Longitude: -99.8197929 | Datum NAD 27 | |
Latitude: 39.8087164 | Longitude: -99.8201897 | 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: 35 ft. | Est. Yield: gpm. | |
Comp. Date: 27-Oct-1993 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Leo J. Stalder Drilling | License #: 428 |
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: 0 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 60 ft
Diam: 0 in. to 0 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: 60 ft to 80 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 28 ft. | topsoil and clay | |
From: 28 ft. to 60 ft. | clay fine sand and sandstone | |
From: 60 ft. to 79 ft. | sandstone and fine sand | |
From: 79 ft. to 80 ft. | sandstone, fine sand and clay |