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Specific Water Well Detail |
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| Location Info | |||
| Owner: Goetz, Laverne | Status: Constructed | ||
| Location: T25S, R31W, Sec. 7, SE | County: Finney | ||
| Directions: S of Pierceville bridge, 4 W, 1.25 N, 30 feet E of pivot | |||
| Latitude: 37.8908413 | Longitude: -100.7602205 | Datum NAD 27 | |
| Latitude: 37.8908641 | Longitude: -100.7606566 | 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: 225 ft. | Elevation: ft. | |
| Static Water Level: 29 ft. | Est. Yield: 1500 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. | ||
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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: 180 ft to 200 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 1 ft. | top soil | |
| From: 1 ft. to 5 ft. | fine sand | |
| From: 5 ft. to 19 ft. | coarse gravel | |
| From: 19 ft. to 27 ft. | light brown clay hard | |
| From: 27 ft. to 31 ft. | coarse gravel | |
| From: 31 ft. to 44 ft. | brown sandy clay | |
| From: 44 ft. to 53 ft. | fine to medium sand and gravel | |
| From: 53 ft. to 59 ft. | brown sandy clay | |
| From: 59 ft. to 64 ft. | fine to medium sand and gravel | |
| From: 64 ft. to 68 ft. | brown sandy clay | |
| From: 68 ft. to 80 ft. | medium coarse gravel | |
| From: 80 ft. to 116 ft. | medium coarse gravel yellow white rock | |
| From: 116 ft. to 139 ft. | coarse gravel mixed with brown rock | |
| From: 139 ft. to 144 ft. | brown sandy clay | |
| From: 144 ft. to 159 ft. | medium coarse gravel yellow white rock loose | |
| From: 159 ft. to 207 ft. | medium coarse gravel yellow white rock | |
| From: 207 ft. to 216 ft. | brown sandy clay with rock hard | |
| From: 216 ft. to 225 ft. | medium coarse gravel 30% yellow white rock | |
| From: 225 ft. to 230 ft. | yellow clay | |