Specific Water Well Detail | ||
Location Info | |||
Owner: Field, Dan | Status: Constructed | ||
Location: T2S, R21W, Sec. 29, NW NW NW NE | County: Norton | ||
Directions: from Almena, 2.75 mi S and 0.5 mi W | |||
Latitude: 39.8567929 | Longitude: -99.7103054 | Datum NAD 27 | |
Latitude: 39.8568 | Longitude: -99.7107 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.8568 | GPS Longitude: -99.7107 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 2196 ft. | |
Static Water Level: 22 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 20-May-2017 | Well Use: Irrigation | |
DWR Applic. #: 49325 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Holdrege Well Service | License #: 792 |
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: 22 ft. | ||
Pump test data: Well water was 72 ft after 3 hours pumping 100 gpm | ||
Bore hole diameter: 14 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 20 ft | |
Casing height above land surface: 24 in
Casing Weight: 3.67 lbs/ft Wall thickness or gauge no.: schd 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 20 ft to 80 ft | |
Gravel pack intervals | From: 20 ft to 80 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | clay | |
From: 20 ft. to 29 ft. | med sand | |
From: 29 ft. to 35 ft. | cement sand | |
From: 35 ft. to 54 ft. | sandstone | |
From: 54 ft. to 60 ft. | cement sand | |
From: 60 ft. to 75 ft. | sandstone | |
From: 75 ft. to 80 ft. | shale |