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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pennington, Gary | Status: Constructed | ||
| Location: T31S, R29W, Sec. 4, SW SW SE SW | County: Meade | ||
| Directions: from 10 Rd and H Rd, 0.25 mi E on east side of the drive way by the stock tank | |||
| Latitude: 37.3736823 | Longitude: -100.4837747 | Datum NAD 27 | |
| Latitude: 37.373738 | Longitude: -100.484204 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.373738 | GPS Longitude: -100.484204 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 380 ft. | Elevation: 2731 ft. | |
| Static Water Level: 242 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 30-Apr-2019 | 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: 242 ft. | ||
| Pump test data: Well water was 242 ft after 1 hours pumping 20 gpm | ||
| Bore hole diameter: 834 inches to 380 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 340 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 340 ft to 380 ft | |
| Gravel pack intervals | From: 24 ft to 380 ft | |
| Grout Info | ||
| Grout used: | From: 4 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: South | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | top soil | |
| From: 5 ft. to 55 ft. | brown clay | |
| From: 55 ft. to 145 ft. | sandy brown clay | |
| From: 145 ft. to 380 ft. | sand and gravel | |