|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Collins, Larry | Status: Constructed | ||
| Location: T18S, R18W, Sec. 20, SW SE SE | County: Rush | ||
| Directions: from Rush Center: 1 mi W | |||
| Latitude: 38.4668511 | Longitude: -99.330325 | Datum NAD 27 | |
| Latitude: 38.4668647 | Longitude: -99.3307088 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 22-Apr-1994 | Well Use: Irrigation | |
| DWR Applic. #: 21181 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Kelly's Water Well Service, Inc. | License #: 186 | |
| 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?: | ||
| Ground water encountered: 28 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 43 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Key punched | |
| Screen-perforated intervals | From: 43 ft to 63 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 28 ft. | topsoil and clay | |
| From: 28 ft. to 63 ft. | sand and gravel | |