|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Goetz, Laverne | Status: Constructed | ||
| Location: T25S, R31W, Sec. 9, SE | County: Finney | ||
| Directions: S of Pierceville bridge, 2 mi W, 1.25 mi N, .25 W of pivot | |||
| Latitude: 37.8907271 | Longitude: -100.7235678 | Datum NAD 27 | |
| Latitude: 37.8907496 | Longitude: -100.7240024 | 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: 221 ft. | Elevation: ft. | |
| Static Water Level: 7 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 14-Jul-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 190 ft to 210 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 13 ft. | fine to medium sand | |
| From: 13 ft. to 58 ft. | coarse gravel | |
| From: 58 ft. to 64 ft. | brown sandy clay | |
| From: 64 ft. to 72 ft. | fine to medium sand | |
| From: 72 ft. to 86 ft. | fine to medium sand and gravel 10% clay | |
| From: 86 ft. to 91 ft. | fine to medium sand and gravel mixed with brown rock | |
| From: 91 ft. to 94 ft. | brown sandy clay | |
| From: 94 ft. to 106 ft. | fine to medium sand and gravel | |
| From: 106 ft. to 118 ft. | brown sandy clay and sand streaks | |
| From: 118 ft. to 131 ft. | brown sandy clay | |
| From: 131 ft. to 140 ft. | fine to medium sand gravel 10% clay | |
| From: 140 ft. to 154 ft. | fine to medium sand 10% gravel (loose) | |
| From: 154 ft. to 157 ft. | brown sandy clay | |
| From: 157 ft. to 170 ft. | fine to medium sand loose | |
| From: 170 ft. to 200 ft. | fine to medium sand gravel loose | |
| From: 200 ft. to 221 ft. | fine to medium sand gravel good mixed yellow rock | |
| From: 221 ft. to 226 ft. | yellow clay | |
| From: 226 ft. to 230 ft. | shale | |