Specific Water Well Detail | ||
Location Info | |||
Owner: Wendell, Joe | Status: Constructed | ||
Location: T22S, R5W, Sec. 3, SW SW SE SE | County: Reno | ||
Directions: 4502 E 95th Ave., Hutchinson | |||
Latitude: 38.1596773 | Longitude: -97.8527219 | Datum NAD 27 | |
Latitude: 38.15969 | Longitude: -97.85305 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.15969 | GPS Longitude: -97.85305 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 71 ft. | Elevation: 1479 ft. | |
Static Water Level: 15 ft. | Est. Yield: 10 gpm. | |
Comp. Date: 20-Oct-2011 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Miller Drilling | License #: 447 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 26 ft. , 39 ft. , 62 ft. | ||
Pump test data: Well water was 68 ft after 1 hours pumping 10 gpm | ||
Bore hole diameter: 10 inches to 75 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 71 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 61 ft to 71 ft | |
Gravel pack intervals | From: 23 ft to 54 ft
From: 58 ft to 75 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft
From: 54 to 58 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: W | Distance: 70 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 11 ft. | Silty Br Clay | |
From: 11 ft. to 26 ft. | Br and Gr Clay | |
From: 26 ft. to 35 ft. | Silty F Sand | |
From: 35 ft. to 39 ft. | Gr Clay | |
From: 39 ft. to 54 ft. | F Sand | |
From: 54 ft. to 62 ft. | Gr Clay | |
From: 62 ft. to 70 ft. | F Sand and Layers Clay | |
From: 70 ft. to 75 ft. | Shale |