|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: McCarvel, Joe | Status: Constructed | ||
| Location: T22S, R5W, Sec. 30, SE SE NE SW | County: Reno | ||
| Directions: 4702 Sequoia St, Hutchinson | |||
| Latitude: 38.1050668 | Longitude: -97.9130475 | Datum NAD 27 | |
| Latitude: 38.10508 | Longitude: -97.91338 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.10508 | GPS Longitude: -97.91338 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 1546 ft. | |
| Static Water Level: 21 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 18-Feb-2013 | 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 21 ft. | ||
| Pump test data: Well water was 26 ft after .25 hours pumping 35 gpm | ||
| Bore hole diameter: 9 inches to 36 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 33 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: 23 ft to 33 ft | |
| Gravel pack intervals | From: 20 ft to 36 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: N | Distance: 16 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | Sandy Silt | |
| From: 2 ft. to 5 ft. | Br Clay | |
| From: 5 ft. to 16 ft. | Gr Clay | |
| From: 16 ft. to 30 ft. | Sand and Gravel | |
| From: 30 ft. to 36 ft. | Shale | |