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Specific Water Well Detail |
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Location Info | |||
Owner: Britton, Scott | Status: Constructed | ||
Location: T2S, R29W, Sec. 22, SE NW SE NW | County: Decatur | ||
Directions: 2061 900th Rd, Oberlin | |||
Latitude: 39.866454 | Longitude: -100.564749 | Datum NAD 27 | |
Latitude: 39.8664586 | Longitude: -100.5651699 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.866454 | GPS Longitude: -100.564749 | Datum NAD27 | |
View well on interactive map |
General Info | ||
Well Depth: 83 ft. | Elevation: 2631 ft. | |
Static Water Level: 38 ft. | Est. Yield: 15 gpm. | |
Comp. Date: 28-Aug-2017 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Oberlin Well Service, LLC | License #: 822 |
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: 38 ft. | ||
Bore hole diameter: 9 inches to 83 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 83 ft | |
Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 63 ft to 83 ft | |
Gravel pack intervals | From: 25 ft to 83 ft |
Grout Info | ||
Grout used: Neat cement | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 19 ft. | top soil | |
From: 19 ft. to 26 ft. | clay | |
From: 26 ft. to 36 ft. | sandy clay | |
From: 37 ft. to 43 ft. | sand | |
From: 43 ft. to 57 ft. | limestone | |
From: 57 ft. to 65 ft. | sand and small gravel | |
From: 65 ft. to 72 ft. | limestone | |
From: 72 ft. to 79 ft. | gravel | |
From: 79 ft. to 83 ft. | shale |