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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gronewold, Gary | Status: Constructed | ||
| Location: T1S, R9W, Sec. 30, SE SW NW SW | County: Jewell | ||
| Directions: from Z Rd and 70 Rd, 0.5 mi E, south side of road | |||
| Latitude: 39.9338463 | Longitude: -98.3887207 | Datum NAD 27 | |
| Latitude: 39.933862 | Longitude: -98.389056 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.933862 | GPS Longitude: -98.389056 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1844 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 02-Apr-2013 | 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. | ||
| Bore hole diameter: 10 inches to 20 ft and 9 inches to 160 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 140 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .213 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 140 ft to 160 ft | |
| Gravel pack intervals | From: 20 ft to 160 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 75 ft. | clay | |
| From: 75 ft. to 135 ft. | sandy clay | |
| From: 135 ft. to 145 ft. | fine sand and clay | |
| From: 145 ft. to 158 ft. | fine-medium sand | |
| From: 158 ft. to 159 ft. | ochre | |
| From: 159 ft. to 160 ft. | gray shale | |