|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Davies, Jack | Status: Constructed | ||
| Location: T22S, R5W, Sec. 18, SE NW SW | County: Reno | ||
| Directions: 706 E 71st, Hutchinson - from Hutchinson: 2.25 mi N | |||
| Latitude: 38.1346195 | Longitude: -97.9184331 | Datum NAD 27 | |
| Latitude: 38.1346301 | Longitude: -97.9187624 | 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: 75 ft. | Elevation: ft. | |
| Static Water Level: 8 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Jul-1993 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 18 ft after 1 hours pumping 25 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 55 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 55 ft to 75 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 12 ft
From: 30 to 35 ft From: 48 to 53 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 27 ft. | fine sandy silt | |
| From: 27 ft. to 37 ft. | brown and gray sandy clay | |
| From: 37 ft. to 47 ft. | fine sand and small layers of clay | |
| From: 47 ft. to 55 ft. | brown and gray clay | |
| From: 55 ft. to 78 ft. | fine sand | |