|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Castor, David | Status: Constructed | ||
| Location: T23S, R6W, Sec. 1, NE SW SE SE | County: Reno | ||
| Directions: 330 Crescent Blvd., Hutchinson | |||
| Latitude: 38.0730517 | Longitude: -97.9247136 | Datum NAD 27 | |
| Latitude: 38.073063 | Longitude: -97.925044 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.073063 | GPS Longitude: -97.925044 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 32 ft. | Elevation: ft. | |
| Static Water Level: 16 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 29-Jul-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilson Water Systems | License #: 750 | |
| 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: 16 ft. | ||
| Pump test data: Well water was 16 ft after .5 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 16 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 32 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.29 lbs/ft Wall thickness or gauge no.: 160 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 22 ft to 32 ft | |
| Gravel pack intervals | From: 16 ft to 32 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 16 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: South | Distance: 40 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | brown soil | |
| From: 4 ft. to 8 ft. | brown sandy soil | |
| From: 8 ft. to 17 ft. | sand | |
| From: 17 ft. to 32 ft. | pea size gravel | |