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Specific Water Well Detail |
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| Location Info | |||
| Owner: Painter, Jack | Status: Constructed | ||
| Location: T34S, R26W, Sec. 18, SE SW SW NW | County: Meade | ||
| Directions: 27112 26 Road | |||
| Latitude: 37.0888752 | Longitude: -100.1972106 | Datum NAD 27 | |
| Latitude: 37.088904 | Longitude: -100.197633 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.088904 | GPS Longitude: -100.197633 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 173 ft. | Elevation: 2415 ft. | |
| Static Water Level: 110 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 18-Dec-2014 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bartel Well Drilling, Inc. | License #: 101 | |
| 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: 110 ft. | ||
| Pump test data: Well water was 110 ft after 1 hours pumping 15 gpm | ||
| Bore hole diameter: 9 inches to 173 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 133 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 200# | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 133 ft to 173 ft | |
| Gravel pack intervals | From: 24 ft to 173 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: West | Distance: 800 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 45 ft. | tan clay | |
| From: 45 ft. to 80 ft. | sandy white clay | |
| From: 80 ft. to 155 ft. | sand and fine gravel | |
| From: 155 ft. to 156 ft. | red clay | |
| From: 156 ft. to 173 ft. | sand and fine gravel | |