Specific Water Well Detail | ||
Location Info | |||
Owner: Howell, Wendell | Status: Reconstructed | ||
Location: T29S, R14W, Sec. 31, SW SW NE NE | County: Pratt | ||
Directions: from Coats, 3 mi W on SW 90 St, 2 mi S on SW 80th Ave then 0.25 mi W on SW 110th St and S into site | |||
Latitude: 37.4818786 | Longitude: -98.8883205 | Datum NAD 27 | |
Latitude: 37.4819 | Longitude: -98.8887 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.4819 | GPS Longitude: -98.8887 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 173 ft. | Elevation: 1999 ft. | |
Static Water Level: 101 ft. | Est. Yield: 625 gpm. | |
Comp. Date: 01-Dec-2015 | Well Use: Irrigation | |
DWR Applic. #: 31540 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Woofter Pump and Well, Inc. | License #: 881 |
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: 101 ft. | ||
Bore hole diameter: 28 inches to 173 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 113 ft | |
Casing height above land surface: 18 in
Casing Weight: 16.15 lbs/ft Wall thickness or gauge no.: .500 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 113 ft to 173 ft | |
Gravel pack intervals | From: 20 ft to 173 ft |
Grout Info | ||
Grout used: Neat cement, Cement grout, Bentonite | From: 0 to 2 ft
From: 2 to 20 ft From: 20 to 173 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |