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Specific Water Well Detail |
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| Location Info | |||
| Owner: Goetz, Laverne | Status: Constructed | ||
| Location: T25S, R31W, Sec. 17, SE | County: Finney | ||
| Directions: S of Pierceville bridge, 3 W, .25 N, 250 feet E of pivot | |||
| Latitude: 37.876239 | Longitude: -100.7419729 | Datum NAD 27 | |
| Latitude: 37.8762618 | Longitude: -100.7424084 | 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: 199 ft. | Elevation: ft. | |
| Static Water Level: 43 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. | ||
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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: 170 ft to 190 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 6 ft. | fine sand | |
| From: 6 ft. to 36 ft. | coarse gravel loose | |
| From: 36 ft. to 43 ft. | brown clay | |
| From: 43 ft. to 54 ft. | fine to medium sand gravel | |
| From: 54 ft. to 72 ft. | brown clay | |
| From: 72 ft. to 96 ft. | fine to medium sand gravel | |
| From: 96 ft. to 108 ft. | fine to medium sand tight | |
| From: 108 ft. to 124 ft. | fine to medium sand hard | |
| From: 124 ft. to 133 ft. | brown sandy clay | |
| From: 133 ft. to 149 ft. | fine to medium sand gravel | |
| From: 149 ft. to 155 ft. | brown sandy clay | |
| From: 155 ft. to 190 ft. | medium coarse gravel mixed white yellow rock loose | |
| From: 190 ft. to 194 ft. | brown clay stick | |
| From: 194 ft. to 199 ft. | medium sand to coarse gravel mixed white yellow rock | |
| From: 199 ft. to 212 ft. | brown clay hard | |
| From: 212 ft. to 216 ft. | brown sand clay pull down hard | |
| From: 216 ft. to 220 ft. | yellow clay shale | |