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Specific Water Well Detail |
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Location Info | |||
Owner: George, Mike | Status: Constructed | ||
Location: T25S, R31W, Sec. 13, SE SE SE NW | County: Finney | ||
Directions: 207 E Ave A, Pierceville | |||
Latitude: 37.8803606 | Longitude: -100.6741447 | Datum NAD 27 | |
Latitude: 37.880385 | Longitude: -100.674581 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.880385 | GPS Longitude: -100.674581 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 164 ft. | Elevation: 2755 ft. | |
Static Water Level: 66 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 13-Nov-2020 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Southwest Windmill & Water Well Service, Inc. | License #: 805 |
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: 66 ft. | ||
Bore hole diameter: 10 inches to 168 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 164 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 124 ft to 164 ft | |
Gravel pack intervals | From: 25 ft to 164 ft |
Grout Info | ||
Grout used: | From: 5 to 25 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: SOUTH | Distance: 125 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 25 ft. | clay | |
From: 25 ft. to 46 ft. | coarse sand and gravel | |
From: 46 ft. to 58 ft. | clay and gravel | |
From: 58 ft. to 104 ft. | clay and fine sand streaks | |
From: 104 ft. to 158 ft. | clay and medium sand | |
From: 158 ft. to 168 ft. | clay |