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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mcombs, Jason | Status: Constructed | ||
| Location: T22S, R35W, Sec. 25, SW NW SW SW | County: Kearny | ||
| Directions: 2616 RD AA, Deerfield | |||
| Latitude: 38.1072873 | Longitude: -101.1203422 | Datum NAD 27 | |
| Latitude: 38.107311 | Longitude: -101.120788 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.107311 | GPS Longitude: -101.120788 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 260 ft. | Elevation: 3023 ft. | |
| Static Water Level: 200 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 23-Jul-2015 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: GSPF Irrigation Service | License #: 858 | |
| 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: 199 ft. | ||
| Bore hole diameter: 10 inches to 260 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 260 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 180 ft to 240 ft | |
| Gravel pack intervals | From: 25 ft to 260 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: SW | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 40 ft. | fine sand | |
| From: 40 ft. to 130 ft. | fine sand, medium coarse gravel | |
| From: 130 ft. to 150 ft. | sandy brown clay | |
| From: 150 ft. to 220 ft. | medium sand, gravel | |
| From: 220 ft. to 260 ft. | black, gray shale | |