Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T3S, R23W, Sec. 2, SE NW NW NW | County: Norton | ||
Directions: 126 E Park St, near SEC of parking lot, Norton | |||
Latitude: 39.8259923 | Longitude: -99.8862363 | Datum NAD 27 | |
Latitude: 39.826 | Longitude: -99.88664 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.826 | GPS Longitude: -99.88664 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 44 ft. | Elevation: 2169.92 ft. | |
Static Water Level: 29.86 ft. | Est. Yield: gpm. | |
Comp. Date: 01-Feb-2018 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 6 |
Driller Info | ||
Driller: GSI Engineering, LLC | License #: 531 |
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?: No | ||
Ground water encountered: 30.1 ft. | ||
Bore hole diameter: 8 inches to 45 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 24 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 24 ft to 44 ft | |
Gravel pack intervals | From: 22 ft to 45 ft |
Grout Info | ||
Grout used: | From: 1 to 22 ft |
Source of Possible Contamination | ||
Source: Grain elevator | ||
Direction from well: Northwest | Distance: 2740 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 18 ft. | lean clay, dark brown to olive brown, trace silt | |
From: 18 ft. to 33 ft. | silty lean clay, olive brown | |
From: 33 ft. to 38 ft. | sandy lean clay, olive brown, small medium sand | |
From: 38 ft. to 45 ft. | poorly graded sand, tan, medium to fine |