Specific Water Well Detail | ||
Location Info | |||
Owner: Reinert, Edgar | Status: Constructed | ||
Location: T5S, R11W, Sec. 29, SE SE NW NE | County: Smith | ||
Directions: from 290th rd and AA rd, 500 ft W on the south side through the gate and 450 ft SW | |||
Latitude: 39.5938882 | Longitude: -98.5845339 | Datum NAD 27 | |
Latitude: 39.5939 | Longitude: -98.58488 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.5939 | GPS Longitude: -98.58488 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1651 ft. | |
Static Water Level: 34 ft. | Est. Yield: 35 gpm. | |
Comp. Date: 27-Jun-2019 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Bushell Water Well Service | License #: 870 |
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?: Yes | ||
Ground water encountered: 50 ft. | ||
Bore hole diameter: 8.75 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
Casing height above land surface: 30 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 160 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 50 ft to 80 ft | |
Gravel pack intervals | From: 48 ft to 80 ft
From: 23 ft to ft |
Grout Info | ||
Grout used: | From: 42 to 48 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 10 ft. | dirt | |
From: 10 ft. to 20 ft. | brown clay | |
From: 20 ft. to 40 ft. | gray shale | |
From: 40 ft. to 50 ft. | gray clay | |
From: 50 ft. to 60 ft. | sand | |
From: 60 ft. to 70 ft. | gray clay | |
From: 70 ft. to 74 ft. | sand rock | |
From: 74 ft. to 80 ft. | black shale |