|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: D and H Mobile Homes | Status: Constructed | ||
| Location: T24S, R32W, Sec. 22, NE NW NW | County: Finney | ||
| Directions: from Garden City 1.2 i E on Hwy 50 at H and H Trailer Village | |||
| Latitude: 37.9594556 | Longitude: -100.8250331 | Datum NAD 27 | |
| Latitude: 37.9594784 | Longitude: -100.825471 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 35 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 09-Aug-1986 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Midwest Well & Pump | License #: 449 | |
| 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?: Yes
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 180 ft
Diam: 0 in. to 240 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: 180 ft to 220 ft
From: 240 ft to 260 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 5 to 25 ft
From: 150 to 160 ft From: 0 to 0 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 2 ft. | top soil | |
| From: 2 ft. to 50 ft. | coarse sand and gravel | |
| From: 50 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 150 ft. | fine and coarse sand | |
| From: 150 ft. to 186 ft. | brown clay, sand streaks | |
| From: 186 ft. to 196 ft. | coarse sand | |
| From: 196 ft. to 220 ft. | brown clay | |
| From: 220 ft. to 240 ft. | brown clay, sand streaks | |
| From: 240 ft. to 260 ft. | fine sand, clay streaks | |