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Specific Water Well Detail |
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| Location Info | |||
| Owner: Weber, Doug | Status: Constructed | ||
| Location: T31S, R26W, Sec. 33, NE SW SW SW | County: Meade | ||
| Directions: 28014 M Road, Fowler | |||
| Latitude: 37.300831 | Longitude: -100.1602628 | Datum NAD 27 | |
| Latitude: 37.300858 | Longitude: -100.160684 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.300858 | GPS Longitude: -100.160684 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 2488 ft. | |
| Static Water Level: 110 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 30-Dec-2011 | Well Use: Domestic | |
| 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: 120 ft. | ||
| Pump test data: Well water was 110 ft after 1 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 180 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 140 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: 140 ft to 180 ft | |
| Gravel pack intervals | From: 24 ft to 180 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: W | Distance: 500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 9 ft. | brown clay | |
| From: 9 ft. to 18 ft. | sand | |
| From: 18 ft. to 40 ft. | tan clay | |
| From: 40 ft. to 120 ft. | white sandy clay | |
| From: 120 ft. to 176 ft. | sand and gravel | |
| From: 176 ft. to 180 ft. | white clay | |