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Specific Water Well Detail |
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| Location Info | |||
| Owner: Yelken, Scott and Lori | Status: Constructed | ||
| Location: T1S, R9W, Sec. 3, SE NW NW SE | County: Jewell | ||
| Directions: from Hwy 128 and Cedar Rd, 0.5 mi E to driveway, 1 mi N through pasture | |||
| Latitude: 39.9937905 | Longitude: -98.3133928 | Datum NAD 27 | |
| Latitude: 39.993806 | Longitude: -98.313722 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.993806 | GPS Longitude: -98.313722 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 130 ft. | Elevation: 1820 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 17-Sep-2015 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drilling | License #: 741 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 60 ft. | ||
| Pump test data: Well water was 120 ft after 1 hours pumping 8 gpm | ||
| Bore hole diameter: 11 inches to 15 ft and 10 inches to 130 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft
Diam: 5 in. to 130 ft | |
| Casing height above land surface: 12 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: 60 ft to 120 ft | |
| Gravel pack intervals | From: 20 ft to 130 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 60 ft. | clay | |
| From: 60 ft. to 90 ft. | clay with siltstone layers | |
| From: 90 ft. to 128 ft. | ochre, yellow | |
| From: 128 ft. to 130 ft. | gray shale | |