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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bellesine, Ken | Status: Constructed | ||
| Location: T33S, R7W, Sec. 14, SW NE NW NE | County: Harper | ||
| Directions: 45 NW 20 Rd., Anthony | |||
| Latitude: 37.1801301 | Longitude: -98.0453015 | Datum NAD 27 | |
| Latitude: 37.180154 | Longitude: -98.045644 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.180154 | GPS Longitude: -98.045644 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1353 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 1.5 gpm. | |
| Comp. Date: 03-Jun-2019 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: Bellesine 1 | |
| Driller Info | ||
| Driller: H2O Drilling LLC | License #: 860 | |
| 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: 50 ft. , 60 ft. | ||
| Pump test data: Well water was 80 ft after 4 hours pumping 1.5 gpm | ||
| Bore hole diameter: 9 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 90 ft | |
| Casing height above land surface: 24 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 20 ft to 90 ft | |
| Gravel pack intervals | From: 20 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: SW | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | small sand | |
| From: 10 ft. to 30 ft. | red shale | |
| From: 30 ft. to 60 ft. | red and blue shale | |
| From: 60 ft. to 90 ft. | red shale | |