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Specific Water Well Detail |
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| Location Info | |||
| Owner: Western Sprinkler | Status: Constructed | ||
| Location: T2S, R12W, Sec. 20, NW NW NE SE | County: Smith | ||
| Directions: SW of 100 Rd and U Rd | |||
| Latitude: 39.8645165 | Longitude: -98.6954273 | Datum NAD 27 | |
| Latitude: 39.864529 | Longitude: -98.695778 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.864529 | GPS Longitude: -98.695778 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 150 ft. | Elevation: 2008 ft. | |
| Static Water Level: 100 ft. | Est. Yield: 80 gpm. | |
| Comp. Date: 02-Mar-2016 | Well Use: Irrigation | |
| DWR Applic. #: 49232 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 114 ft. | ||
| Bore hole diameter: 12 inches to 150 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 150 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 90 ft to 150 ft | |
| Gravel pack intervals | From: 20 ft to 150 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 2 ft. | top soil | |
| From: 2 ft. to 114 ft. | tan clay | |
| From: 114 ft. to 128 ft. | small sand | |
| From: 128 ft. to 132 ft. | small, coarse sand | |
| From: 132 ft. to 150 ft. | gray shale | |