Specific Water Well Detail | ||
Location Info | |||
Owner: Field, Dan | Status: Constructed | ||
Location: T2S, R21W, Sec. 29, E2 NW NW NE | County: Norton | ||
Directions: from Almena, 2.75 mi S and 0.5 mi W | |||
Latitude: 39.8560926 | Longitude: -99.7091041 | Datum NAD 27 | |
Latitude: 39.8561 | Longitude: -99.7095 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.8561 | GPS Longitude: -99.7095 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 90 ft. | Elevation: 2208 ft. | |
Static Water Level: 27 ft. | Est. Yield: 70 gpm. | |
Comp. Date: 19-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: 27 ft. | ||
Pump test data: Well water was 83 ft after 3 hours pumping 70 gpm | ||
Bore hole diameter: 14 inches to 90 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 90 ft | |
Gravel pack intervals | From: 20 ft to 90 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 40 ft. | cement sand and clay | |
From: 40 ft. to 62 ft. | sandstone with clay layers | |
From: 62 ft. to 85 ft. | sandstone | |
From: 85 ft. to 90 ft. | shale |