Specific Water Well Detail | ||
Location Info | |||
Owner: Stickney, Mark | Status: Constructed | ||
Location: T20S, R10W, Sec. 2, SE SE SE SW | County: Rice | ||
Directions: 549 Ave N | |||
Latitude: 38.3338577 | Longitude: -98.3973618 | Datum NAD 27 | |
Latitude: 38.33387 | Longitude: -98.39771 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.33387 | GPS Longitude: -98.39771 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1766 ft. | |
Static Water Level: 18 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 16-Jun-2014 | Well Use: Domestic | |
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: 18 ft. , 38 ft. | ||
Pump test data: Well water was 40 ft after 2 hours pumping 25 gpm | ||
Bore hole diameter: 9 inches to 85 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 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: 40 ft to 80 ft | |
Gravel pack intervals | From: 23 ft to 85 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | Silty Sand | |
From: 2 ft. to 18 ft. | Br and Gr Clay | |
From: 18 ft. to 29 ft. | F Sand | |
From: 29 ft. to 38 ft. | Br and Gr Clay | |
From: 38 ft. to 78 ft. | Layers F Sand and Clay | |
From: 78 ft. to 85 ft. | Br Clay |