Specific Water Well Detail | ||
Location Info | |||
Owner: Boller, Daniel P. | Status: Constructed | ||
Location: T11S, R6E, Sec. 25, SE SE SE NW | County: Geary | ||
Directions: from SW section corner, 5193 feet N and 4297 feet E | |||
Latitude: 39.0658669 | Longitude: -96.7151894 | Datum NAD 27 | |
Latitude: 39.065867 | Longitude: -96.715476 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.065867 | GPS Longitude: -96.715476 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 44 ft. | Elevation: ft. | |
Static Water Level: 25 ft. | Est. Yield: 150 gpm. | |
Comp. Date: 09-Mar-2021 | Well Use: Irrigation | |
DWR Applic. #: 50368 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Charles Sargent Irrigation, Inc. | License #: 946 |
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: 25 ft. | ||
Pump test data: Well water was 35.6 ft after 2 hours pumping 170 gpm | ||
Bore hole diameter: 30 inches to 44 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 24 ft | |
Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .05 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot | |
Screen-perforated intervals | From: 24 ft to 44 ft | |
Gravel pack intervals | From: 22 ft to 44 ft |
Grout Info | ||
Grout used: | From: 5 to 22 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | top soil and brown clay | |
From: 20 ft. to 23 ft. | brown clay | |
From: 23 ft. to 35 ft. | fine-medium-coarse rocks and gravel | |
From: 35 ft. to 40 ft. | limestone and shale |