|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Murry, John and Wanda | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, NW NW NW | County: Finney | ||
| Directions: N 200 feet of lot 13 and S 100 feet of lot 14, Antelope Hills subdivision, unit 2 | |||
| Latitude: 38.0029026 | Longitude: -100.8275869 | Datum NAD 27 | |
| Latitude: 38.002925 | Longitude: -100.8280243 | 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: 253 ft. | Elevation: ft. | |
| Static Water Level: 88 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 02-Sep-1992 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Midwest Well & Pump, Inc. | License #: 532 | |
| 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 253 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: 233 ft to 253 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: 5 to 36 ft
From: 0 to 0 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 1 ft. | top soil | |
| From: 1 ft. to 13 ft. | brown clay | |
| From: 13 ft. to 18 ft. | coarse sand | |
| From: 18 ft. to 21 ft. | brown clay | |
| From: 21 ft. to 30 ft. | coarse sand | |
| From: 30 ft. to 55 ft. | brown clay and gypsum | |
| From: 55 ft. to 71 ft. | medium to coarse sand | |
| From: 71 ft. to 75 ft. | brown clay | |
| From: 75 ft. to 112 ft. | fine to medium sand, some clay streaks | |
| From: 112 ft. to 142 ft. | brown clay | |
| From: 142 ft. to 162 ft. | fine sand | |
| From: 162 ft. to 195 ft. | brown clay | |
| From: 195 ft. to 203 ft. | fine sand | |
| From: 203 ft. to 214 ft. | brown clay | |
| From: 214 ft. to 220 ft. | fine to medium and coarse sand | |
| From: 220 ft. to 231 ft. | brown clay | |
| From: 231 ft. to 253 ft. | medium to coarse sand, some small gravel, white rock chips | |