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Specific Water Well Detail |
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| Location Info | |||
| Owner: Goetz, Laverne | Status: Constructed | ||
| Location: T25S, R31W, Sec. 7, SW | County: Finney | ||
| Directions: S of Pierceville bridge, 5 W, 1.25 N, 30 feet E of pivot | |||
| Latitude: 37.8909538 | Longitude: -100.7691105 | Datum NAD 27 | |
| Latitude: 37.8909766 | Longitude: -100.7695469 | 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: 230 ft. | Elevation: ft. | |
| Static Water Level: 48 ft. | Est. Yield: 1550 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: 200 ft to 220 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 11 ft. | top soil | |
| From: 11 ft. to 14 ft. | fine sand | |
| From: 14 ft. to 22 ft. | brown sandy clay | |
| From: 22 ft. to 33 ft. | coarse gravel | |
| From: 33 ft. to 36 ft. | brown clay | |
| From: 36 ft. to 48 ft. | coarse gravel | |
| From: 48 ft. to 70 ft. | brown clay | |
| From: 70 ft. to 82 ft. | fine to medium sand and gravel | |
| From: 82 ft. to 96 ft. | fine to medium sand and gravel, tight | |
| From: 96 ft. to 123 ft. | fine to medium sand gravel | |
| From: 123 ft. to 141 ft. | light brown clay | |
| From: 141 ft. to 145 ft. | fine to medium sand gravel | |
| From: 145 ft. to 156 ft. | med. coarse gravel mixed yellow white rock | |
| From: 156 ft. to 161 ft. | brown sandy clay | |
| From: 161 ft. to 196 ft. | fine to medium sand gravel some med. coarse gravel mixed with yellow white rock | |
| From: 196 ft. to 201 ft. | brown sandy clay | |
| From: 201 ft. to 213 ft. | fine to medium sand gravel mixed yellow white rock | |
| From: 213 ft. to 229 ft. | med. coarse gravel mixed yellow white rock loose | |
| From: 229 ft. to 242 ft. | brown sandy clay | |
| From: 242 ft. to 252 ft. | brown sandy clay pull down hard | |
| From: 252 ft. to 255 ft. | fine to medium sand gravel mixed yellow white rock loose | |