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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boyles, Richard | Status: Constructed | ||
| Location: T1S, R10W, Sec. 25, NE NE NW NW | County: Jewell | ||
| Directions: from Ash Rd and 60 Rd, 0.25 mi E on south side | |||
| Latitude: 39.9439862 | Longitude: -98.4061007 | Datum NAD 27 | |
| Latitude: 39.944 | Longitude: -98.40644 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.944 | GPS Longitude: -98.40644 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 165 ft. | Elevation: 1867 ft. | |
| Static Water Level: 74 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 31-Jan-2017 | Well Use: Domestic | |
| 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: 74 ft. | ||
| Bore hole diameter: 10 inches to 15 ft and 9 inches to 165 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 115 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .173 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 115 ft to 165 ft | |
| Gravel pack intervals | From: 20 ft to 165 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 92 ft. | tan hard clay | |
| From: 92 ft. to 95 ft. | tan hard sandstone | |
| From: 95 ft. to 158 ft. | tan soft sandy clay | |
| From: 158 ft. to 160 ft. | loose medium sand | |
| From: 160 ft. to 164 ft. | soft white clay | |
| From: 164 ft. to 165 ft. | dense gray shale | |