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Specific Water Well Detail |
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| Location Info | |||
| Owner: Superior Sand and Gravel | Status: Constructed | ||
| Location: T21S, R8W, Sec. 33, NE SE SE SW | County: Rice | ||
| Directions: 2483 State Rd 14, Sterling | |||
| Latitude: 38.175308 | Longitude: -98.2077083 | Datum NAD 27 | |
| Latitude: 38.17532 | Longitude: -98.20805 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.17532 | GPS Longitude: -98.20805 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1633 ft. | |
| Static Water Level: 9 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 14-Feb-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 9 ft. | ||
| Pump test data: Well water was 24 ft after .25 hours pumping 75 gpm | ||
| Bore hole diameter: 9 inches to 43 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: 23 ft to 43 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: N | Distance: 110 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | sandy top soil | |
| From: 1 ft. to 7 ft. | brown clay | |
| From: 7 ft. to 26 ft. | sand and gravel | |
| From: 26 ft. to 27 ft. | brown clay | |
| From: 27 ft. to 40 ft. | fine-coarse sand and small gravel | |
| From: 40 ft. to 43 ft. | fine sand | |